|
Report_Id: 121312 Est NO 0014 |
Date:04/12/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121312 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07360) Walls, Mark D., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
| 3009 ATKINSON AVE SUITE 300 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 02/07/2013 TO 03/20/2013 | ||||||
| Date Approved | 04/03/2013 | ||||||
| Primary Proj Number | DE01121681212 | ||||||
| Project No. | FD04 011 2168 NEWEXTEND | ||||||
| Primary County | BOYLE | ||||||
| Name of Road | KY 2168 CONNECTOR | ||||||
| Description | EXTEND NEW CONNECTOR FROM KY 33 TO KY 34 NORTHEAST OF DANVILLE | ||||||
| Date Let | 06/15/2012 | Formal Acceptance | |||||
| Date Awarded | 06/27/2012 | Date Work Began | 08/07/2012 | ||||
| Date Contract Executed | 07/16/2012 | Open To Traffic | |||||
| Date NTP Issued | 07/16/2012 | Actual Completion Date | |||||
| Current Contract Amount | $6,376,496.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,352,891.90 |
Total Earnings | $2,449,541.04 |
$2,448,261.04 |
$1,280.00 |
|
| Percent Complete | 38.42 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $3,926,955.87 |
Gross Earnings | $2,449,541.03 |
$2,448,261.03 |
$1,280.00 |
|
| Total Change Orders | $23,605.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,449,541.03 |
$2,448,261.03 |
$1,280.00 |
|||
| Contract Id | 121312 | Change Order Summary |
County | BOYLE | ||||||
| Estimate Nbr | 0014 | Project Number | FD04 011 2168 NEWEXTEND | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 02/07/2013 TO 03/20/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel and Asphalt Adjustment Override | Approved | 11/15/2012 | $0.00 | 0.0 | |||||
| 002 | #2 Stone and Type C Silt Traps | Approved | 12/12/2012 | $23,605.00 | 1.0 | |||||
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 | 121312 | COMMONWEALTH OF KENTUCKY |
County | BOYLE | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE01121681212 | ||||||
| Estimate Nbr | 0014 | Period | 02/07/2013 TO 03/20/2013 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | 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 | |
| 1001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1002 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1003 | PERFORATED PIPE-4 IN | 01000 | LF | 368.00 | 368.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1004 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1005 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 1006 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1007 | BARRICADE-TYPE III | 02014 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1008 | REMOVE PAVEMENT | 02091 | SQYD | 5,512.00 | 5,512.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1009 | TEMP DITCH | 02159 | LF | 11,200.00 | 11,200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1010 | ROADWAY EXCAVATION | 02200 | CUYD | 192,070.00 | 192,070.000 | 177,070.000 | 177,070.000 | 3.95 | 699,426.50 | |||
| 1011 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1012 | FENCE-6 FT CHAIN LINK | 02274 | LF | 325.00 | 325.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,156.00 | 2,156.000 | 0.000 | 0.000 | 15.40 | 0.00 | |||
| 1014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1015 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1016 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1017 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1018 | WITNESS POST | 02432 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1019 | CHANNEL LINING CLASS II | 02483 | TON | 2,632.00 | 2,632.000 | 1,031.740 | 1,031.740 | 23.65 | 24,400.65 | |||
| 1020 | CLEARING AND GRUBBING (74.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,350.00 | 27,350.00 | |||
| 1021 | EDGE KEY | 02585 | LF | 185.00 | 185.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1022 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,322.00 | 4,322.000 | 3,021.530 | 3,021.530 | 2.00 | 6,043.06 | |||
| 1023 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 26,650.00 | 7,995.00 | |||
| 1024 | DIVERSIONS (BY-PASS DETOURS) (WATERWORKS ROAD) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1025 | DIVERSIONS (BY-PASS DETOURS) (KY 1805) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1026 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1027 | TEMP SILT FENCE | 02701 | LF | 11,200.00 | 11,200.000 | 12,520.000 | 12,520.000 | 2.00 | 25,040.00 | |||
| 1028 | SILT TRAP TYPE A | 02703 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1029 | SILT TRAP TYPE B | 02704 | EACH | 74.00 | 74.000 | 17.000 | 17.000 | 0.01 | 0.17 | |||
| 1030 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1031 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 74.00 | 74.000 | 15.000 | 15.000 | 0.01 | 0.15 | |||
| 1032 | CLEAN TEMP SILT FENCE | 02709 | LF | 11,200.00 | 11,200.000 | 120.000 | 120.000 | 0.01 | 1.20 | |||
| 1033 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 18,000.00 | 9,000.00 | |||
| 1034 | EROSION CONTROL BLANKET | 05950 | SQYD | 14,579.00 | 14,579.000 | 16,300.000 | 16,300.000 | 0.90 | 14,670.00 | |||
| 1035 | TEMP MULCH | 05952 | SQYD | 268,089.00 | 268,089.000 | 7,654.000 | 7,654.000 | 0.01 | 76.54 | |||
| 1036 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 25,186.00 | 25,186.000 | 23,841.800 | 23,841.800 | 0.16 | 3,814.68 | |||
| 1037 | TOPDRESSING FERTILIZER | 05966 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| 1038 | SEEDING AND PROTECTION | 05985 | SQYD | 251,875.00 | 251,875.000 | 124,242.800 | 124,242.800 | 0.29 | 36,030.41 | |||
| 1039 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 16,214.00 | 16,214.000 | 14,520.000 | 14,520.000 | 0.16 | 2,323.20 | |||
| 1040 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 11,550.00 | 11,550.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 1041 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 1,120.00 | 1,120.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 1042 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 31,279.00 | 31,279.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 1043 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 29,441.00 | 29,441.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
| 1045 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 310.00 | 310.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1046 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,692.00 | 2,692.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1047 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1048 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1049 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1050 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 83.00 | 83.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1051 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 400.00 | 400.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1053 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 350.00 | 350.000 | 350.000 | 350.000 | 137.00 | 47,950.00 | |||
| 1054 | BOLLARDS | 21341ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 298.00 | 0.00 | |||
| 1055 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 568.00 | 568.000 | 100.000 | 0.000 | 100.000 | 4.80 | 480.00 | 480.00 | |
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 18,000.000 | 18,000.000 | 1.00 | 18,000.00 | |||
| 8001 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | CRUSHED AGGREGATE SIZE NO 2 Construction Entrances and Stabilization | 00078 | TON | 0.00 | 800.000 | 412.740 | 412.740 | 21.85 | 9,018.36 | |||
| 8004 | SILT TRAP TYPE C | 40031 | EACH | 0.00 | 25.000 | 4.000 | 6.000 | 10.000 | 200.00 | 800.00 | 2,000.00 | |
| 8005 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 0.00 | 25.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0002 PAVING | |||||||
| 2001 | PAVEMENT ADJUSTMENT (ASPHALT) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 311,315.00 | 0.00 | |||
| 2002 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 5,214.00 | 5,214.000 | 0.000 | 0.000 | 88.80 | 0.00 | |||
| 2003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 27,739.00 | 27,739.000 | 0.000 | 0.000 | 68.80 | 0.00 | |||
| 2004 | DGA BASE | 00001 | TON | 30,051.00 | 30,051.000 | 75.800 | 75.800 | 18.35 | 1,390.93 | |||
| 2005 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 33.86 | 33.860 | 0.000 | 0.000 | 785.00 | 0.00 | |||
| 2006 | ASPHALT SEAL AGGREGATE | 00100 | TON | 282.20 | 282.200 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0004 DRAINAGE | |||||||
| 4001 | ENTRANCE PIPE-15 IN | 00440 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 4002 | CULVERT PIPE-15 IN | 00461 | LF | 144.00 | 144.000 | 51.000 | 51.000 | 50.00 | 2,550.00 | |||
| 4003 | CULVERT PIPE-18 IN | 00462 | LF | 626.00 | 626.000 | 626.000 | 626.000 | 51.00 | 31,926.00 | |||
| 4004 | CULVERT PIPE-24 IN | 00464 | LF | 398.00 | 398.000 | 274.000 | 274.000 | 72.00 | 19,728.00 | |||
| 4005 | CULVERT PIPE-30 IN | 00466 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 4006 | CULVERT PIPE-42 IN | 00469 | LF | 287.00 | 287.000 | 287.000 | 287.000 | 105.00 | 30,135.00 | |||
| 4007 | CULVERT PIPE-54 IN EQUIV | 00500 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 145.00 | 14,500.00 | |||
| 4008 | CONCRETE-CLASS A | 08100 | CUYD | 37.61 | 37.610 | 35.450 | 35.450 | 980.00 | 34,741.00 | |||
| 4009 | STEEL REINFORCEMENT | 08150 | LB | 2,718.00 | 2,718.000 | 2,517.000 | 2,517.000 | 0.65 | 1,636.05 | |||
| 4010 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 4011 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,390.00 | 13,170.00 | |||
| 4012 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,150.00 | 5,150.00 | |||
| 4013 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,340.00 | 0.00 | |||
| 4014 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,425.00 | 5,700.00 | |||
| 4015 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,465.00 | 2,930.00 | |||
| 4016 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 4017 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,425.00 | 0.00 | |||
| 4018 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0005 BRIDGE | |||||||
| 5001 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 551.30 | 551.300 | 551.300 | 551.300 | 35.00 | 19,295.50 | |||
| 5002 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,245.00 | 2,245.000 | 1,392.280 | 1,392.280 | 28.00 | 38,983.84 | |||
| 5003 | RAIL SYSTEM TYPE III | 21532ED | LF | 540.40 | 540.400 | 540.400 | 540.400 | 90.00 | 48,636.00 | |||
| 5004 | MASONRY COATING | 02998 | SQYD | 937.00 | 937.000 | 312.330 | 312.330 | 8.50 | 2,654.80 | |||
| 5005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 50.00 | 50.000 | 27.800 | 27.800 | 18.00 | 500.40 | |||
| 5006 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 39.00 | 39.000 | 50.600 | 50.600 | 45.00 | 2,277.00 | |||
| 5007 | TEST PILES | 08033 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 100.00 | 4,600.00 | |||
| 5008 | PILES-STEEL HP12X53 | 08046 | LF | 487.00 | 487.000 | 469.140 | 469.140 | 40.00 | 18,765.60 | |||
| 5009 | PILE POINTS-12 IN | 08094 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 135.00 | 3,645.00 | |||
| 5010 | CONCRETE-CLASS A | 08100 | CUYD | 222.90 | 222.900 | 222.900 | 222.900 | 395.00 | 88,045.50 | |||
| 5011 | CONCRETE-CLASS AA | 08104 | CUYD | 591.30 | 591.300 | 591.300 | 591.300 | 425.00 | 251,302.50 | |||
| 5012 | STEEL REINFORCEMENT | 08150 | LB | 21,172.00 | 21,172.000 | 21,172.000 | 21,172.000 | 0.95 | 20,113.40 | |||
| 5013 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 128,595.00 | 128,595.000 | 128,595.000 | 128,595.000 | 1.10 | 141,454.50 | |||
| 5014 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 140.60 | 140.600 | 140.600 | 140.600 | 75.00 | 10,545.00 | |||
| 5015 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 1,608.30 | 1,608.300 | 1,608.300 | 1,608.300 | 295.00 | 474,448.50 | |||
| 5016 | BICYCLE RAIL | 23849EC | LF | 544.70 | 544.700 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 5017 | DECK DRAIN | 23813EC | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 600.00 | 8,400.00 | |||
| 5018 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 23.00 | 23.000 | 22.000 | 22.000 | 85.00 | 1,870.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0006 BRIDGE | |||||||
| 6001 | CONCRETE-CLASS A | 08100 | CUYD | 86.00 | 86.000 | 86.000 | 86.000 | 395.00 | 33,970.00 | |||
| 6002 | STEEL REINFORCEMENT | 08150 | LB | 6,555.00 | 6,555.000 | 6,555.000 | 6,555.000 | 0.95 | 6,227.25 | |||
| 6003 | FOUNDATION PREPARATION (26810) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 6004 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 53.00 | 53.000 | 81.600 | 81.600 | 45.00 | 3,672.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0007 BRIDGE | |||||||
| 7001 | CONCRETE-CLASS A | 08100 | CUYD | 48.40 | 48.400 | 48.400 | 48.400 | 395.00 | 19,118.00 | |||
| 7002 | STEEL REINFORCEMENT | 08150 | LB | 3,714.00 | 3,714.000 | 3,714.000 | 3,714.000 | 0.95 | 3,528.30 | |||
| 7003 | FOUNDATION PREPARATION (26811) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 7004 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 37.00 | 37.000 | 65.800 | 65.800 | 45.00 | 2,961.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0008 SIGNALIZATION | |||||||
| 7101 | CONDUIT-1 1/4 IN | 04793 | LF | 675.00 | 675.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 7102 | CONDUIT-2 IN | 04795 | LF | 320.00 | 320.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 7103 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 7104 | TRENCHING AND BACKFILLING | 04820 | LF | 995.00 | 995.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 7105 | LOOP WIRE | 04830 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 7106 | CABLE-NO. 14/5C | 04844 | LF | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 7107 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 7108 | MESSENGER-10800 LB | 04885 | LF | 630.00 | 630.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 7109 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 7110 | LOOP SAW SLOT AND FILL | 04895 | LF | 900.00 | 900.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 7111 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 7112 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 7113 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 7114 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 7115 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 20.93 | 20.930 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 7116 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0010 SIGNING | |||||||
| 7301 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 374.10 | 374.100 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 7302 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 70.00 | 70.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 7303 | STEEL POST TYPE 1 | 06410 | LF | 756.00 | 756.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| Project | DE01121681212 | Fed/State Project Number | FD04 011 2168 NEWEXTEND | Category | 0011 MOBILIZATION / DEMOBILIZATIN | |||||||
| 1101 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 137,750.00 | 137,750.00 | |||
| 1102 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 87,250.00 | 0.00 | |||
| SUBTOT | $1,280.00 |
$2,449,541.01 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
5015-1-0I |
I BEAM, TYPE 7 | LF |
1,608.30 | 0006 | $218.520000 | $351,445.71 | ||||||
5011-1-0I |
STAY IN PL FORMS | CUYD |
591.30 | 0007 | $42.890740 | $25,361.29 | ||||||
5013-1-0I |
STEEL, REINEPCOATED | LB |
120,518.00 | 0008 | $0.493700 | $59,499.73 | ||||||
5011-1-0A |
STAY IN PL FORMS | CUYD |
66.10 | 0007 | $42.890740 | $-2,835.08 | ||||||
5015-1-0A |
I BEAM, TYPE 7 | LF |
1,608.30 | 0007 | $218.520000 | $-351,445.71 | ||||||
5011-1-0A |
STAY IN PL FORMS | CUYD |
72.70 | 0008 | $42.890740 | $-3,118.16 | ||||||
5011-1-0A |
STAY IN PL FORMS | CUYD |
417.50 | 0009 | $42.890740 | $-17,906.88 | ||||||
5013-1-0A |
STEEL, REINEPCOATED | LB |
99,321.46 | 0009 | $0.493700 | $-49,035.00 | ||||||
5011-1-0A |
STAY IN PL FORMS | CUYD |
35.00 | 0010 | $42.890740 | $-1,501.18 | ||||||
5013-10C |
STEEL, REINEPCOATED | LB |
0.00 | 0010 | $0.493700 | $-10,464.73 | ||||||
| SUBTOT | $-0.01 |
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