|
Report_Id: 101052 Est NO 0009 |
Date:07/12/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101052 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Skaggs, Aric L. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 06/18/2011 TO 06/30/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE09790061052 | ||||||
| Project No. | JL04 097 9006 056-057 | ||||||
| Primary County | PERRY | ||||||
| Name of Road | HAL ROGERS PARKWAY (PW 9006) | ||||||
| Description | SAFETY IMPROVEMENTS AT KY 451(EXIT 56) ON THE HAL ROGERS PARKWAY | ||||||
| Date Let | 10/22/2010 | Formal Acceptance | |||||
| Date Awarded | 11/04/2010 | Date Work Began | 03/02/2011 | ||||
| Date Contract Executed | 11/17/2010 | Open To Traffic | |||||
| Date NTP Issued | 11/17/2010 | Actual Completion Date | |||||
| Current Contract Amount | $4,071,729.19 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,071,729.19 |
Total Earnings | $1,377,033.67 |
$1,128,375.22 |
$248,658.45 |
|
| Percent Complete | 33.82 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,694,695.52 |
Gross Earnings | $1,377,033.67 |
$1,128,375.22 |
$248,658.45 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,377,033.67 |
$1,128,375.22 |
$248,658.45 |
|||
| Contract Id | 101052 | Change Order Summary |
County | PERRY | ||||||
| Estimate Nbr | 0009 | Project Number | JL04 097 9006 056-057 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 06/18/2011 TO 06/30/2011 | |||||||
| 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 | 101052 | COMMONWEALTH OF KENTUCKY |
County | PERRY | ||||||
| Contract Type | ARHB ASPHALT REHAB WITH BRIDGE (S) | TRANSPORTATION CABINET |
Primary Project Number | DE09790061052 | ||||||
| Estimate Nbr | 0009 | Period | 06/18/2011 TO 06/30/2011 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | 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 | CRUSHED STONE BASE | 00003 | TON | 11,643.00 | 11,643.000 | 494.140 | 4,064.930 | 4,559.070 | 28.00 | 13,835.92 | 127,653.96 | |
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 111.00 | 111.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,500.00 | 1,500.000 | 86.950 | 197.310 | 284.260 | 82.60 | 7,182.07 | 23,479.87 | |
| 0040 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 1,041.00 | 1,041.000 | 1,004.530 | 1,004.530 | 76.00 | 76,344.28 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,084.00 | 2,084.000 | 495.050 | 1,039.640 | 1,534.690 | 76.00 | 37,623.80 | 116,636.44 | |
| 0060 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,302.00 | 2,302.000 | 674.550 | 674.550 | 76.00 | 51,265.80 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,029.00 | 1,029.000 | 0.000 | 0.000 | 82.60 | 0.00 | |||
| 0090 | PAVED DITCH TYPE 1 | 02157 | SQYD | 200.00 | 200.000 | 59.000 | 59.000 | 75.85 | 4,475.15 | |||
| 0100 | TEMP DITCH | 02159 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 0110 | ROADWAY EXCAVATION | 02200 | CUYD | 15,863.00 | 15,863.000 | 11,845.000 | 11,845.000 | 15.00 | 177,675.00 | |||
| 0120 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 8,287.50 | 8,287.500 | 0.000 | 0.000 | 15.05 | 0.00 | |||
| 0140 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | |||
| 0160 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | |||
| 0170 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0180 | CHANNEL LINING CLASS II | 02483 | TON | 107.00 | 107.000 | 0.000 | 0.000 | 36.75 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 55.75 | 0.00 | |||
| 0200 | CLEARING AND GRUBBING 3.0 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,150.00 | 26,150.00 | |||
| 0210 | SIGNS | 02562 | SQFT | 1,025.56 | 1,025.560 | 40.000 | 1,352.750 | 1,392.750 | 10.00 | 400.00 | 13,927.50 | |
| 0220 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 125,000.00 | 50,000.00 | |||
| 0230 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,650.00 | 1,650.000 | 345.770 | 345.770 | 19.15 | 6,621.49 | |||
| 0240 | TEMP SILT FENCE | 02701 | LF | 2,750.00 | 2,750.000 | 780.000 | 780.000 | 2.15 | 1,677.00 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0260 | SILT TRAP TYPE B | 02704 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 335.00 | 2,010.00 | |||
| 0270 | SILT TRAP TYPE C | 02705 | EACH | 9.00 | 9.000 | 6.000 | 13.000 | 19.000 | 395.00 | 2,370.00 | 7,505.00 | |
| 0280 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 55.15 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 27.00 | 27.000 | 4.000 | 3.000 | 7.000 | 55.15 | 220.60 | 386.05 | |
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 27.00 | 27.000 | 4.000 | 21.000 | 25.000 | 55.15 | 220.60 | 1,378.75 | |
| 0310 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,750.00 | 2,750.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 66,200.00 | 33,100.00 | |||
| 0330 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 42,250.00 | 31,687.50 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,055.00 | 5,055.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0350 | TEMP MULCH | 05952 | SQYD | 28,992.00 | 28,992.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0360 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 3,080.00 | 3,080.000 | 3,999.000 | 3,999.000 | 0.30 | 1,199.70 | |||
| 0370 | TOPDRESSING FERTILIZER | 05966 | TON | 1.50 | 1.500 | 0.000 | 0.000 | 1,350.00 | 0.00 | |||
| 0380 | SEEDING AND PROTECTION | 05985 | SQYD | 28,992.00 | 28,992.000 | 6,781.000 | 6,781.000 | 0.45 | 3,051.45 | |||
| 0390 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 29,000.00 | 29,000.000 | 29,229.000 | 29,229.000 | 0.22 | 6,430.38 | |||
| 0400 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 29,000.00 | 29,000.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0410 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 28,100.00 | 0.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,154.00 | 19,154.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 23,260.00 | 23,260.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | LONGITUDINAL EDGE KEY | 21289ED | LF | 10,925.30 | 10,925.300 | 0.000 | 0.000 | 0.83 | 0.00 | |||
| 0450 | CONC MED BARRIER TY 14E | 22884EN | LF | 4,534.29 | 4,534.290 | 0.000 | 0.000 | 59.50 | 0.00 | |||
| 0460 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 1,699.00 | 1,699.000 | 0.000 | 0.000 | 92.00 | 0.00 | |||
| 1010 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 955.00 | 0.00 | |||
| 1020 | LAW ENFORCMENT OFFICER | 20411ED | HOUR | 500.00 | 500.000 | 526.000 | 526.000 | 40.00 | 21,040.00 | |||
| 1030 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,845.00 | 0.00 | |||
| 1040 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 6,000.00 | 30,000.00 | |||
| 1050 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 4,534.29 | 4,534.290 | 0.000 | 0.000 | 3.75 | 0.00 | |||
| 1060 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 12.40 | 0.00 | |||
| 1070 | REMOVE GUARDRAIL | 02381 | LF | 8,510.50 | 8,510.500 | 6,437.500 | 6,437.500 | 1.40 | 9,012.50 | |||
| 1080 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 110.00 | 110.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1090 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 1100 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 35.25 | 0.00 | |||
| 1110 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 239.00 | 239.000 | 0.000 | 0.000 | 35.25 | 0.00 | |||
| 1120 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,395.00 | 0.00 | |||
| 1130 | ISLAND INTEGRAL CURB | 01845 | LF | 99.00 | 99.000 | 0.000 | 0.000 | 46.55 | 0.00 | |||
| 1140 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 1,121.00 | 1,121.000 | 0.000 | 0.000 | 37.35 | 0.00 | |||
| 1150 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 1160 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 475.00 | 2,850.00 | |||
| 1170 | CULVERT PIPE-15 IN (MEDIAN DRAIN) | 00461 | LF | 256.00 | 256.000 | 114.000 | 114.000 | 90.00 | 10,260.00 | |||
| 1180 | CULVERT PIPE-24 IN | 00464 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1190 | STORM SEWER PIPE-15 IN | 00521 | LF | 312.00 | 312.000 | 312.000 | 312.000 | 70.15 | 21,886.80 | |||
| 1200 | STORM SEWER PIPE-18 IN | 00522 | LF | 142.00 | 142.000 | 86.000 | 86.000 | 81.50 | 7,009.00 | |||
| 1210 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 376.00 | 376.000 | 0.000 | 0.000 | 9.25 | 0.00 | |||
| 1220 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,470.00 | 0.00 | |||
| 1230 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,560.00 | 0.00 | |||
| 1240 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,370.00 | 0.00 | |||
| 1250 | CONC MEDIAN BARRIER BOX INLET TY 14A1 | 20932ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,298.00 | 0.00 | |||
| 1260 | CONC MED BARR BOX INLET TY 14B1 | 01616 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 6,820.00 | 0.00 | |||
| 1270 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,805.00 | 1,805.00 | |||
| 1280 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,805.00 | 1,805.00 | |||
| 1290 | PAVED DITCH TYPE 1 | 02157 | SQYD | 39.20 | 39.200 | 0.000 | 0.000 | 75.85 | 0.00 | |||
| 1300 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,155.00 | 1,155.000 | 564.080 | 564.080 | 2.80 | 1,579.42 | |||
| 1310 | CONCRETE-CLASS A | 08100 | CUYD | 3.68 | 3.680 | 2.430 | 2.430 | 1,170.00 | 2,843.10 | |||
| 1320 | STEEL REINFORCEMENT | 08150 | LB | 22.00 | 22.000 | 22.000 | 22.000 | 3.45 | 75.90 | |||
| 8000 | DURABLE WATERBORNE MARKING-6 IN W | 23159EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 8001 | DURABLE WATERBORNE MARKING-6 IN Y | 23160EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 8002 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | Category | 0002 BRIDGE | |||||||
| 0470 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 372.00 | 372.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0480 | MASONRY COATING | 02998 | SQYD | 1,156.00 | 1,156.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 103.30 | 103.300 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0500 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 311.00 | 311.000 | 159.000 | 159.000 | 5.00 | 795.00 | |||
| 0510 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 345.00 | 345.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0520 | TEST PILES | 08033 | LF | 266.00 | 266.000 | 46.000 | 0.000 | 46.000 | 43.00 | 1,978.00 | 1,978.00 | |
| 0530 | PILES-STEEL HP12X53 | 08046 | LF | 1,484.00 | 1,484.000 | 377.820 | 0.000 | 377.820 | 43.00 | 16,246.26 | 16,246.26 | |
| 0540 | PILE POINTS-12 IN | 08094 | EACH | 70.00 | 70.000 | 24.000 | 24.000 | 110.00 | 2,640.00 | |||
| 0550 | CONCRETE-CLASS A | 08100 | CUYD | 231.70 | 231.700 | 51.680 | 0.000 | 51.680 | 750.00 | 38,760.00 | 38,760.00 | |
| 0560 | CONCRETE-CLASS AA | 08104 | CUYD | 358.60 | 358.600 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0570 | STEEL REINFORCEMENT | 08150 | LB | 51,533.00 | 51,533.000 | 11,494.150 | 0.000 | 11,494.150 | 0.86 | 9,884.96 | 9,884.96 | |
| 0580 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 84,484.00 | 84,484.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0590 | STRUCTURAL STEEL 645 LBS. | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0600 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0610 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,115.30 | 1,115.300 | 479.580 | 223.060 | 702.640 | 196.00 | 93,997.68 | 137,717.44 | |
| 0620 | RAIL SYSTEM TYPE III | 21532ED | LF | 326.50 | 326.500 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | Category | 0003 BRIDGE-RETAINING WALL | |||||||
| 0630 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,010.00 | 1,010.000 | 1,010.000 | 1,010.000 | 40.00 | 40,400.00 | |||
| 0640 | MASONRY COATING | 02998 | SQYD | 115.00 | 115.000 | 84.620 | 84.620 | 9.50 | 803.89 | |||
| 0650 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,184.00 | 1,184.000 | 1,184.000 | 1,184.000 | 5.00 | 5,920.00 | |||
| 0660 | RETAINING WALL | 08018 | SQFT | 1,350.00 | 1,350.000 | 1,350.000 | 1,350.000 | 43.65 | 58,927.50 | |||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | Category | 0004 SIGNING | |||||||
| 0670 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,242.80 | 2,242.800 | 0.000 | 0.000 | 3.05 | 0.00 | |||
| 0680 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 247.60 | 247.600 | 0.000 | 0.000 | 24.20 | 0.00 | |||
| 0690 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 60.00 | 60.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0700 | STEEL POST TYPE 1 | 06410 | LF | 50.20 | 50.200 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0710 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0720 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 0730 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0740 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 6.44 | 6.440 | 0.000 | 0.000 | 605.00 | 0.00 | |||
| 0750 | ROADWAY CROSS SECTION | 20419ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0760 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 365.50 | 0.00 | |||
| 0770 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | Category | 0005 LIGHTING | |||||||
| 0780 | POLE 30 FT MTG HT | 04700 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 1,055.00 | 0.00 | |||
| 0790 | POLE 40 FT MTG HT | 04701 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 1,443.25 | 0.00 | |||
| 0800 | BRACKET 12 FT | 04724 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| 0810 | BRACKET C | 04730 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 395.00 | 0.00 | |||
| 0820 | POLE BASE | 04740 | EACH | 19.00 | 19.000 | 9.000 | 10.000 | 19.000 | 762.00 | 6,858.00 | 14,478.00 | |
| 0830 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 1,175.00 | 0.00 | |||
| 0840 | TRANSFORMER BASE | 04750 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 351.50 | 0.00 | |||
| 0850 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,705.00 | 0.00 | |||
| 0860 | HPS LUMINAIRE | 04770 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 292.85 | 0.00 | |||
| 0870 | FUSED CONNECTOR KIT | 04780 | EACH | 78.00 | 78.000 | 0.000 | 0.000 | 87.85 | 0.00 | |||
| 0880 | CONDUIT-1 1/4 IN | 04793 | LF | 3,470.00 | 3,470.000 | 360.000 | 2,460.000 | 2,820.000 | 7.00 | 2,520.00 | 19,740.00 | |
| 0890 | CONDUIT-2 IN | 04795 | LF | 225.00 | 225.000 | 280.000 | 0.000 | 280.000 | 8.20 | 2,296.00 | 2,296.00 | |
| 0900 | CONDUIT-3 IN | 04797 | LF | 200.00 | 200.000 | 172.000 | 0.000 | 172.000 | 14.05 | 2,416.60 | 2,416.60 | |
| 0910 | TRENCHING AND BACKFILLING | 04820 | LF | 3,325.00 | 3,325.000 | 360.000 | 2,460.000 | 2,820.000 | 4.10 | 1,476.00 | 11,562.00 | |
| 0920 | WIRE-NO. 12 | 04832 | LF | 3,550.00 | 3,550.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 0930 | WIRE-NO. 8 | 04833 | LF | 15,912.00 | 15,912.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0940 | WIRE-NO. 6 | 04834 | LF | 10,275.00 | 10,275.000 | 0.000 | 0.000 | 1.17 | 0.00 | |||
| 0950 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 4,685.00 | 1,874.00 | |||
| 0960 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 9.00 | 9.000 | 1.000 | 0.000 | 1.000 | 585.75 | 585.75 | 585.75 | |
| 0970 | BORE AND JACK CONDUIT | 21543EN | LF | 425.00 | 425.000 | 334.000 | 0.000 | 334.000 | 29.30 | 9,786.20 | 9,786.20 | |
| 0980 | HPS LUMINAIRE-250 WATT | 23536EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 875.00 | 0.00 | |||
| Project | DE09790061052 | Fed/State Project Number | JL04 097 9006 056-057 | Category | 0006 DEMOB AND MOB | |||||||
| 0990 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 116,400.00 | 116,400.00 | |||
| 1000 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 60,175.00 | 0.00 | |||
| SUBTOT | $248,658.44 |
$1,377,033.66 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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