|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091060 | Estimate Number | 0022 | Estimate Type FINAL | |||
| District Office | FLEMINGSBURG (09360) Dean, P. Jason, P.E. | ||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | ADDR SN 0 VC Code VC0000090528 | |||||
| PO BOX 337 | |||||||
| WEST LIBERTY , KY , 41472 | |||||||
| Pay Period | 02/25/2012 TO 04/13/2012 | ||||||
| Date Approved | 05/14/2012 | ||||||
| Primary Proj Number | DE04500070960 | ||||||
| Project No. | BRO 5240 (020), BRO 5240 (021) | ||||||
| Primary County | GREENUP | ||||||
| Name of Road | LYNN-MALONETON ROAD(KY 7) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES ON KY 7 | ||||||
| Date Let | 10/23/2009 | Formal Acceptance | 09/01/2011 | ||||
| Date Awarded | 10/29/2009 | Date Work Began | 11/13/2009 | ||||
| Date Contract Executed | 11/05/2009 | Open To Traffic | 08/06/2010 | ||||
| Date NTP Issued | 11/05/2009 | Actual Completion Date | 08/06/2010 | ||||
| Current Contract Amount | $1,674,262.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,631,217.19 |
Total Earnings | $1,545,081.50 |
$1,527,135.26 |
$17,946.24 |
|
| Percent Complete | 92.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $129,181.29 |
Gross Earnings | $1,545,081.50 |
$1,527,135.26 |
$17,946.24 |
|
| Total Change Orders | $43,045.60 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,545,081.50 |
$1,527,135.26 |
$17,946.24 |
|||
| Contract Id | 091060 | Change Order Summary |
County | GREENUP | ||||||
| Estimate Nbr | 0022 | Project Number | BRO 5240 (020), BRO 5240 (021) | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | Period | 02/25/2012 TO 04/13/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Time Extension Cost Plus Items - Remove G-rail - Signs | Approved | 02/16/2012 | $43,045.60 | 20.0 | |||||
| 002 | Non Spec Material Override | Approved | 08/04/2010 | $0.00 | 0.0 | |||||
| 003 | Asphalt Adjustment Override | Approved | 04/05/2012 | $0.00 | 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 | 091060 | COMMONWEALTH OF KENTUCKY |
County | GREENUP | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE04500070960 | |||||||
| Estimate Nbr | 0022 | Period | 02/25/2012 TO 04/13/2012 | |||||||
| Contractor | FREDERICK & MAY CONSTRUCTION CO | |||||||||
| Project | DE04500070901 | Fed/State Project Number | BRO 5240 (020) | 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 | |
| 0010 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0015 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0020 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 10.00 | 120.00 | |||
| 0025 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | TEMP DITCH | 02159 | LF | 925.00 | 925.000 | 300.000 | 300.000 | 1.00 | 300.00 | |||
| 0035 | ROADWAY EXCAVATION | 02200 | CUYD | 27,968.00 | 27,968.000 | -223.000 | 25,927.000 | 25,704.000 | 4.42 | -985.66 | 113,611.68 | |
| 0040 | WATER | 02242 | MGAL | 0.70 | 0.700 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0045 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 681.25 | 681.250 | 687.500 | 687.500 | 14.44 | 9,927.50 | |||
| 0050 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0055 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,107.00 | 8,428.00 | |||
| 0060 | REMOVE GUARDRAIL | 02381 | LF | 400.00 | 400.000 | 375.000 | 375.000 | 2.50 | 937.50 | |||
| 0065 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,984.00 | 7,936.00 | |||
| 0070 | TEMP GUARDRAIL | 02397 | LF | 500.00 | 500.000 | 675.000 | 675.000 | 10.00 | 6,750.00 | |||
| 0075 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 29.000 | 29.000 | 80.00 | 2,320.00 | |||
| 0080 | WITNESS POST | 02432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 65.00 | 260.00 | |||
| 0085 | CHANNEL LINING CLASS II | 02483 | TON | 294.00 | 294.000 | 170.700 | 170.700 | 18.00 | 3,072.60 | |||
| 0090 | CHANNEL LINING CLASS III | 02484 | TON | 516.00 | 516.000 | 349.030 | 349.030 | 19.00 | 6,631.57 | |||
| 0095 | CLEARING AND GRUBBING (5.9 ACRES-KY 7 OVER BEECHY CREEK) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,500.00 | 48,500.00 | |||
| 0100 | SIGNS | 02562 | SQFT | 211.00 | 211.000 | 145.000 | 145.000 | 4.75 | 688.75 | |||
| 0105 | EDGE KEY | 02585 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 65.00 | 2,730.00 | |||
| 0110 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,850.00 | 2,850.000 | 1,854.550 | 1,854.550 | 2.00 | 3,709.10 | |||
| 0115 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,000.00 | 1,000.000 | 3,927.580 | 3,927.580 | 1.50 | 5,891.37 | |||
| 0120 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0125 | MAINTAIN & CONTROL TRAFFIC (KY 7 OVER BEECHY CREEK) | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0130 | TEMP SILT FENCE | 02701 | LF | 925.00 | 925.000 | 1,497.000 | 1,497.000 | 1.50 | 2,245.50 | |||
| 0135 | SILT TRAP TYPE A | 02703 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0140 | SILT TRAP TYPE B | 02704 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 0145 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0155 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0160 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0165 | CLEAN TEMP SILT FENCE | 02709 | LF | 925.00 | 925.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0170 | STAKING (KY 7 OVER BEECHY CREEK) | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | |||
| 0175 | REMOVE STRUCTURE (KY 7 OVER BEECHY CREEK) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0180 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0185 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,350.00 | 2,350.000 | 1,216.220 | 1,216.220 | 1.50 | 1,824.33 | |||
| 0195 | TEMP MULCH | 05952 | SQYD | 28,560.00 | 28,560.000 | 16,563.780 | 16,563.780 | 0.18 | 2,981.48 | |||
| 0200 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,712.00 | 5,712.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0205 | TOPDRESSING FERTILIZER | 05966 | TON | 1.80 | 1.800 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 28,560.00 | 28,560.000 | 28,560.000 | 28,560.000 | 0.30 | 8,568.00 | |||
| 0215 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 800.00 | 800.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0220 | SODDING | 05990 | SQYD | 250.00 | 250.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,800.00 | 14,800.000 | 6,614.000 | 6,614.000 | 0.50 | 3,307.00 | |||
| 0230 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 7,400.00 | 7,400.000 | 8,310.000 | 8,310.000 | 0.60 | 4,986.00 | |||
| 0235 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,850.00 | 2,850.000 | 2,273.130 | 2,273.130 | 21.00 | 47,735.73 | |||
| 0240 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0245 | SHEET PILING | 21600EN | LF | 25.00 | 25.000 | 25.000 | 25.000 | 10.00 | 250.00 | |||
| 0250 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,853.00 | 7,853.000 | 660.060 | 316.020 | 976.080 | 1.00 | 660.06 | 976.08 | |
| 0255 | GRANULAR PILE CORE | 20209EP69 | CUYD | 160.00 | 160.000 | 198.000 | 198.000 | 32.00 | 6,336.00 | |||
| 0260 | ENTRANCE PIPE-15 IN | 00440 | LF | 167.00 | 167.000 | 167.000 | 167.000 | 32.00 | 5,344.00 | |||
| 0265 | ENTRANCE PIPE-24 IN | 00443 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 40.00 | 2,480.00 | |||
| 0270 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0275 | PERFORATED PIPE-4 IN | 01000 | LF | 64.00 | 64.000 | 80.000 | 80.000 | 4.00 | 320.00 | |||
| 0280 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0285 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0290 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0295 | CONCRETE-CLASS A | 08100 | CUYD | 1.20 | 1.200 | 1.200 | 1.200 | 800.00 | 960.00 | |||
| 0300 | STEEL REINFORCEMENT | 08150 | LB | 12.00 | 12.000 | 12.000 | 12.000 | 2.25 | 27.00 | |||
| 0305 | DGA BASE | 00001 | TON | 3,135.00 | 3,135.000 | 2,351.950 | 2,351.950 | 26.30 | 61,856.28 | |||
| 0310 | TRAFFIC BOUND BASE | 00020 | TON | 121.00 | 121.000 | 25.720 | 25.720 | 15.00 | 385.80 | |||
| 0315 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,217.00 | 2,217.000 | 1,628.850 | 1,628.850 | 85.00 | 138,452.25 | |||
| 0320 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 10-13-09) | 00301 | TON | 591.00 | 591.000 | 943.700 | 943.700 | 89.00 | 83,989.30 | |||
| 0330 | ASPHALT SEAL AGGREGATE | 00100 | TON | 14.40 | 14.400 | 15.450 | 15.450 | 360.00 | 5,562.00 | |||
| 0335 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 1.70 | 1.700 | 1.700 | 1.700 | 1,200.00 | 2,040.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 0.00 | 45.500 | 31.250 | 31.250 | 10.00 | 312.50 | |||
| 8003 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 65.000 | 65.000 | 65.000 | 5.00 | 325.00 | |||
| 8004 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 8010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 11,665.600 | 0.000 | 11,665.600 | 1.00 | 11,665.60 | 11,665.60 | |
| Project | DE04500070901 | Fed/State Project Number | BRO 5240 (020) | Category | 0002 BRIDGE | |||||||
| 2005 | CONCRETE-CLASS A | 08100 | CUYD | 46.00 | 46.000 | 46.000 | 46.000 | 552.00 | 25,392.00 | |||
| 2010 | CONCRETE-CLASS AA | 08104 | CUYD | 180.00 | 180.000 | 180.000 | 180.000 | 507.00 | 91,260.00 | |||
| 2015 | STEEL REINFORCEMENT | 08150 | LB | 6,214.00 | 6,214.000 | 6,214.000 | 6,214.000 | 0.80 | 4,971.20 | |||
| 2020 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 31,793.00 | 31,793.000 | 31,793.000 | 31,793.000 | 0.80 | 25,434.40 | |||
| 2025 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 8.00 | 8.000 | 107.580 | 107.580 | 10.00 | 1,075.80 | |||
| 2030 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 218.00 | 218.000 | 198.840 | 198.840 | 32.00 | 6,362.88 | |||
| 2035 | MASONRY COATING | 02998 | SQYD | 300.00 | 300.000 | 281.420 | 281.420 | 11.25 | 3,165.97 | |||
| 2040 | PILES-STEEL HP14X73 | 08050 | LF | 289.00 | 289.000 | 312.430 | 312.430 | 52.65 | 16,449.43 | |||
| 2045 | PILE POINTS-14 IN | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 150.00 | 1,800.00 | |||
| 2050 | TEST PILES | 08033 | LF | 59.00 | 59.000 | 63.510 | 63.510 | 62.00 | 3,937.62 | |||
| 2055 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 434.00 | 434.000 | 434.000 | 434.000 | 325.00 | 141,050.00 | |||
| 2060 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 316.00 | 316.000 | 183.630 | 183.630 | 2.50 | 459.07 | |||
| 2065 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 78.00 | 78.000 | 78.000 | 78.000 | 42.35 | 3,303.30 | |||
| 2070 | RAIL SYSTEM TYPE III | 21532ED | LF | 222.00 | 222.000 | 222.000 | 222.000 | 95.00 | 21,090.00 | |||
| 2075 | APPROACH SLAB | 08500 | SQYD | 178.00 | 178.000 | 178.000 | 178.000 | 131.00 | 23,318.00 | |||
| 2080 | STRUCTURAL STEEL (157 LBS-KY 7 OVER BEECHY CREEK) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,140.00 | 2,140.00 | |||
| 8001 | COST PLUS WORK --Grout | 10080NSD | DOLL | 0.00 | 5,656.800 | 5,656.800 | 5,656.800 | 1.00 | 5,656.80 | |||
| Project | DE04500070901 | Fed/State Project Number | BRO 5240 (020) | Category | 0003 BRIDGE | |||||||
| 3005 | CONCRETE-CLASS A | 08100 | CUYD | 85.00 | 85.000 | 83.800 | 83.800 | 552.00 | 46,257.60 | |||
| 3010 | STEEL REINFORCEMENT | 08150 | LB | 6,270.00 | 6,270.000 | 6,541.000 | 6,541.000 | 0.80 | 5,232.80 | |||
| 3015 | FOUNDATION PREPARATION (KY 7 OVER BEECHY CREEK) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| Project | DE04500070901 | Fed/State Project Number | BRO 5240 (020) | Category | 0010 DEMOBILIZATION | |||||||
| 9000 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 17,172.80 | 4,293.20 | 17,172.80 | |
| SUBTOT | $15,633.20 |
$1,108,523.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE04500070960 | Fed/State Project Number | BRO 5240 (021) | 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 | |
| 0010 | DGA BASE | 00001 | TON | 428.00 | 428.000 | 360.210 | 360.210 | 26.30 | 9,473.52 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 232.00 | 232.000 | 170.840 | 170.840 | 85.00 | 14,521.40 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 22.00 | 22.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0060 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0080 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0090 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,829.00 | 1,829.000 | 1,829.000 | 1,829.000 | 12.00 | 21,948.00 | |||
| 0100 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 444.00 | 444.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 606.25 | 606.250 | 578.750 | 578.750 | 14.44 | 8,357.15 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 55.00 | 55.00 | |||
| 0130 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 80.00 | 640.00 | |||
| 0140 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 65.00 | 195.00 | |||
| 0150 | CHANNEL LINING CLASS II | 02483 | TON | 16.00 | 16.000 | 535.940 | 535.940 | 18.00 | 9,646.92 | |||
| 0160 | CHANNEL LINING CLASS III | 02484 | TON | 640.00 | 640.000 | 1,303.410 | 1,303.410 | 19.00 | 24,764.79 | |||
| 0170 | CLEARING AND GRUBBING 1.1 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0180 | SIGNS | 02562 | SQFT | 200.00 | 200.000 | 223.500 | 223.500 | 4.75 | 1,061.62 | |||
| 0190 | EDGE KEY | 02585 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0200 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 590.00 | 590.000 | 185.000 | 185.000 | 2.00 | 370.00 | |||
| 0210 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 931.00 | 931.000 | 166.670 | 166.670 | 2.50 | 416.67 | |||
| 0220 | RETAINING WALL-GABION | 02610 | CUYD | 30.00 | 30.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0230 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0240 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
| 0250 | TEMP SILT FENCE | 02701 | LF | 300.00 | 300.000 | 564.000 | 564.000 | 1.50 | 846.00 | |||
| 0260 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0310 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0320 | CLEAN TEMP SILT FENCE | 02709 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0330 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0340 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,000.00 | 19,000.00 | |||
| 0350 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0360 | EROSION CONTROL BLANKET | 05950 | SQYD | 13.00 | 13.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0370 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 852.00 | 852.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0380 | TOPDRESSING FERTILIZER | 05966 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0390 | SEEDING AND PROTECTION | 05985 | SQYD | 4,259.00 | 4,259.000 | 9,086.560 | 9,086.560 | 0.30 | 2,725.96 | |||
| 0400 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 18.00 | 18.000 | 12.500 | 12.500 | 10.00 | 125.00 | |||
| 0410 | STEEL POST TYPE 2 | 06411 | LF | 29.00 | 29.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0420 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 600.00 | 600.000 | 3,844.000 | 3,844.000 | 0.60 | 2,306.40 | |||
| 0430 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 590.00 | 590.000 | 1,066.780 | 1,066.780 | 21.00 | 22,402.38 | |||
| 0440 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 1,333.00 | 1,333.000 | 0.000 | 0.000 | 11.40 | 0.00 | |||
| 0470 | FOUNDATION PREPARATION (ADDED: 10-13-09) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0480 | DELINEATOR FOR GUARDRAIL-WHITE (ADDED: 10-13-09) | 01982 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 10.00 | 80.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,687.209 | -1,687.209 | 1.00 | -1,687.20 | |||
| 8007 | CRUSHED AGGREGATE SIZE NO 2 --REV | 00078 | TON | 0.00 | 75.360 | 75.360 | 75.360 | 17.87 | 1,346.68 | |||
| 8008 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 575.000 | 575.000 | 575.000 | 2.50 | 1,437.50 | |||
| 8009 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 5.000 | 26.000 | 26.000 | 5.00 | 130.00 | |||
| 8010 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 579.580 | 0.000 | 579.580 | 1.00 | 579.58 | 579.58 | |
| Project | DE04500070960 | Fed/State Project Number | BRO 5240 (021) | Category | 0002 BRIDGE-3 SIDED CULVERT | |||||||
| 0450 | PRECAST CONCRETE ARCH CULVERT 20' X 10' (REVISED: 10-13-09) | 23060EN | LF | 78.00 | 78.000 | 78.000 | 78.000 | 2,744.00 | 214,032.00 | |||
| 8005 | COST PLUS WORK --Grout | 10080NSD | DOLL | 0.00 | 12,727.800 | 12,727.800 | 12,727.800 | 1.00 | 12,727.80 | |||
| 8006 | COST PLUS WORK Unsuitable Material | 10080NSD | DOLL | 0.00 | 20,671.820 | 20,671.820 | 20,671.820 | 1.00 | 20,671.82 | |||
| Project | DE04500070960 | Fed/State Project Number | BRO 5240 (021) | Category | 0003 DEMOBILIZATION | |||||||
| 0460 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 6,933.85 | 1,733.46 | 6,933.85 | |
| SUBTOT | $2,313.04 |
$1,545,081.48 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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