|
Report_Id: 121001 Est NO 0048 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121001 | Estimate Number | 0048 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 06/17/2017 TO 01/12/2018 | ||||||
| Date Approved | 01/24/2018 | ||||||
| Primary Proj Number | DE09804601201 | ||||||
| Project No. | APD 0806(040) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | PIKEVILLE-VIRGINIA STATE LINE ROAD (US 460) | ||||||
| Description | SURFACING ON US 460-KY 80 FROM GREASY CREEK TO KY 195 | ||||||
| Date Let | 01/27/2012 | Formal Acceptance | 03/28/2016 | ||||
| Date Awarded | 02/08/2012 | Date Work Began | 10/01/2012 | ||||
| Date Contract Executed | 03/22/2012 | Open To Traffic | 12/18/2014 | ||||
| Date NTP Issued | 03/22/2012 | Actual Completion Date | 12/18/2014 | ||||
| Current Contract Amount | $23,779,183.63 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,813,900.00 |
Total Earnings | $23,006,031.25 |
$22,922,581.25 |
$83,450.00 |
|
| Percent Complete | 96.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $773,152.38 |
Gross Earnings | $23,006,031.25 |
$22,922,581.25 |
$83,450.00 |
|
| Total Change Orders | $965,283.63 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $23,006,031.25 |
$22,922,581.25 |
$83,450.00 |
|||
| Contract Id | 121001 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0048 | Project Number | APD 0806(040) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 06/17/2017 TO 01/12/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Asphalt, Concrete, Drainage and Grading items | Approved | 06/13/2014 | $377,500.68 | 13.0 | |||||
| 002 | Revision No. 1 and Milled Rumble Strips | Approved | 11/04/2014 | $688,388.33 | 187.0 | |||||
| 003 | Non Spec Material Override | Approved | 09/02/2014 | $0.00 | 0.0 | |||||
| 004 | Guardrail, TY A sign posts salvage and Barrier wall salvage | Approved | 09/10/2015 | $-100,605.38 | 17.0 | |||||
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 | 121001 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE09804601201 | ||||||
| Estimate Nbr | 0048 | Period | 06/17/2017 TO 01/12/2018 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | 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 | 123,304.00 | 124,302.000 | 129,600.460 | 129,600.460 | 26.60 | 3,447,372.23 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 105.12 | 105.120 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 731.80 | 731.800 | 415.120 | 415.120 | 64.90 | 26,941.28 | |||
| 0040 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 8,673.00 | 8,673.000 | 6,204.700 | 6,204.700 | 72.00 | 446,738.40 | |||
| 0050 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 22,406.00 | 22,406.000 | 24,550.190 | 24,550.190 | 71.70 | 1,760,248.62 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 43,323.00 | 43,323.000 | 43,138.440 | 43,138.440 | 73.10 | 3,153,419.96 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 62,786.00 | 62,786.000 | 58,313.720 | 58,313.720 | 73.45 | 4,283,142.73 | |||
| 0080 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 7,145.00 | 7,145.000 | 7,959.060 | 7,959.060 | 82.00 | 652,642.92 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,448.00 | 5,448.000 | 6,189.970 | 6,189.970 | 76.90 | 476,008.69 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 88.30 | 88.300 | 46.540 | 46.540 | 614.89 | 28,616.98 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,771.10 | 5,771.100 | 7,036.020 | 7,036.020 | 81.60 | 574,139.23 | |||
| 0130 | CL4 ASPH SURF 0.38B PG76-22 | 00337 | TON | 3,781.00 | 3,781.000 | 3,625.100 | 3,625.100 | 105.15 | 381,179.26 | |||
| 0140 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,164.00 | 1,164.000 | 1,555.510 | 1,555.510 | 82.40 | 128,174.02 | |||
| 0150 | CL3 SMA BASE 1.00D PG76-22 | 00395 | TON | 21,843.00 | 21,843.000 | 20,915.820 | 20,915.820 | 103.95 | 2,174,199.48 | |||
| 0160 | CL3 SMA SURF 0.38A PG76-22 | 00397 | TON | 9,038.00 | 9,038.000 | 9,572.150 | 9,572.150 | 131.30 | 1,256,823.29 | |||
| 0170 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 424.80 | 0.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 12.00 | 12.000 | 52.000 | 52.000 | 7.00 | 364.00 | |||
| 0190 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 21.00 | 21.000 | 31.000 | 31.000 | 7.00 | 217.00 | |||
| 0200 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 60.00 | 88.000 | 169.000 | 169.000 | 12.50 | 2,112.50 | |||
| 0210 | BARRICADE-TYPE III | 02014 | EACH | 22.00 | 22.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0220 | WATER | 02242 | MGAL | 3,315.00 | 3,315.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 20,715.00 | 0.000 | 0.000 | 0.000 | 15.65 | 0.00 | |||
| 0240 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 878.77 | 878.770 | 437.500 | 437.500 | 24.00 | 10,500.00 | |||
| 0250 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 45.00 | 315.00 | |||
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 2,100.00 | 29,400.00 | |||
| 0270 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 5,200.00 | 20,800.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 40.00 | 40.000 | 42.000 | 42.000 | 2,000.00 | 84,000.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 25.00 | 26.000 | 25.000 | 25.000 | 680.00 | 17,000.00 | |||
| 0300 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0310 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 13.000 | 13.000 | 350.00 | 4,550.00 | |||
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 6,270.00 | 3,270.000 | 3,886.180 | 3,886.180 | 32.00 | 124,357.76 | |||
| 0330 | CHANNEL LINING CLASS II FOR DROP BOX INLETS | 02483 | TON | 158.00 | 212.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0340 | SIGNS | 02562 | SQFT | 56.00 | 56.000 | 111.000 | 111.000 | 30.00 | 3,330.00 | |||
| 0350 | FINAL DRESSING CLASS B | 02601 | LF | 22,696.46 | 22,696.460 | 19,000.000 | 19,000.000 | 6.25 | 118,750.00 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,460.00 | 48,460.00 | |||
| 0370 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,980.00 | 79,980.00 | |||
| 0380 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 5,400.00 | 0.00 | |||
| 0390 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 3,700.00 | 0.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 0400 | TOPDRESSING FERTILIZER | 05966 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 9,680.00 | 9,680.000 | 10,088.000 | 10,088.000 | 0.45 | 4,539.60 | |||
| 0420 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 216,285.53 | 216,285.530 | 242,840.000 | 242,840.000 | 0.25 | 60,710.00 | |||
| 0430 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,645.18 | 1,645.180 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 175.92 | 175.920 | 235.000 | 235.000 | 18.00 | 4,230.00 | |||
| 0450 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,320.00 | 4,617.000 | 6,170.000 | 6,170.000 | 3.25 | 20,052.50 | |||
| 0460 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 7,858.85 | 7,858.850 | 658.000 | 658.000 | 0.40 | 263.20 | |||
| 0470 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 17.00 | 17.000 | 26.000 | 26.000 | 200.00 | 5,200.00 | |||
| 0480 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 5.000 | 9.000 | 9.000 | 300.00 | 2,700.00 | |||
| 0490 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 88.00 | 0.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0500 | CONCRETE-CLASS A | 08100 | CUYD | 15.84 | 23.520 | 16.490 | 16.490 | 1,175.00 | 19,375.75 | |||
| 0510 | STEEL REINFORCEMENT | 08150 | LB | 784.00 | 784.000 | 760.000 | 760.000 | 2.50 | 1,900.00 | |||
| 0520 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 8,596.97 | 0.00 | |||
| 0530 | FUEL ADJUSTMENT | 10020NS | DOLL | 301,119.00 | 301,119.000 | 6,646.830 | 6,646.830 | 1.00 | 6,646.83 | |||
| 0540 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 461,517.00 | 461,517.000 | 68,375.710 | 68,375.710 | 1.00 | 68,375.71 | |||
| 0550 | SAWCUT PAVEMENT | 20550ND | LF | 648.14 | 648.140 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0560 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 22.00 | 22.000 | 24.000 | 24.000 | 4,400.00 | 105,600.00 | |||
| 0570 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0580 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 500.00 | 0.000 | 0.000 | 0.000 | 10.25 | 0.00 | |||
| 0590 | CONC MEDIAN BARRIER TYPE 14C MOD (REVISED: 1-25-12) | 03202 | LF | 5,920.42 | 8,278.500 | 8,278.500 | 8,278.500 | 78.35 | 648,620.47 | |||
| 8000 | CHANNEL LINING CLASS III | 02484 | TON | 0.00 | 1,594.000 | 2,623.300 | 2,623.300 | 34.00 | 89,192.20 | |||
| 8001 | DITCHING | 02237 | LF | 0.00 | 2,578.000 | 2,868.000 | 2,868.000 | 3.50 | 10,038.00 | |||
| 8002 | DROP BOX INLET TYPE 7 | 01538 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,300.00 | 4,300.00 | |||
| 8003 | PERFORATED PIPE-4 IN | 01000 | LF | 0.00 | 362.000 | 362.000 | 362.000 | 20.00 | 7,240.00 | |||
| 8004 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 0.00 | 100.000 | 160.000 | 160.000 | 38.50 | 6,160.00 | |||
| 8005 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 550.00 | 2,200.00 | |||
| 8006 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 655.000 | 655.000 | 655.000 | 2.50 | 1,637.50 | |||
| 8007 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 1,200.000 | 1,200.000 | 1,200.000 | 2.50 | 3,000.00 | |||
| 8008 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 1,006.000 | 1,462.700 | 1,462.700 | 32.53 | 47,581.63 | |||
| 8009 | FIN DRAIN | 00999 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 24.00 | 7,200.00 | |||
| 8010 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 132.000 | 132.060 | 132.060 | 64.75 | 8,550.88 | |||
| 8011 | FLUME INLET TYPE 1 | 01690 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 5,700.00 | 45,600.00 | |||
| 8012 | CONCRETE WEDGE CURB | 22883EN | LF | 0.00 | 800.000 | 1,236.000 | 1,236.000 | 12.75 | 15,759.00 | |||
| 8013 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 30,000.000 | 32,868.000 | 32,868.000 | 0.22 | 7,230.96 | |||
| 8014 | DIVERSIONS (BY-PASS DETOURS) Shop Branch | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 36,020.00 | 36,020.00 | |||
| 8015 | CONCRETE-CLASS A | 08100 | CUYD | 0.00 | 38.500 | 47.540 | 47.540 | 850.00 | 40,409.00 | |||
| 8016 | STEEL REINFORCEMENT | 08150 | LB | 0.00 | 708.000 | 1,580.000 | 1,580.000 | 2.00 | 3,160.00 | |||
| 8017 | CLEAN CULVERT | 20465EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 45,021.00 | 45,021.00 | |||
| 8018 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 21,025.00 | 126,150.00 | |||
| 8019 | CLEAN PIPE STRUCTURE | 03262 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 437.50 | 3,500.00 | |||
| 8020 | CULVERT PIPE-18 IN | 00462 | LF | 0.00 | 206.000 | 211.000 | 211.000 | 95.25 | 20,097.75 | |||
| 8021 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 8022 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 8023 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,600.00 | 5,600.00 | |||
| 8024 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 175.00 | 350.00 | |||
| 8030 | DROP BOX INLET TYPE 13G | 01559 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 7,125.00 | 28,500.00 | |||
| 8031 | APPROACH SLAB | 08500 | SQYD | 0.00 | 467.000 | 474.800 | 474.800 | 197.06 | 93,564.08 | |||
| 8032 | REMOVE PAVEMENT | 02091 | SQYD | 0.00 | 467.000 | 678.500 | 678.500 | 9.00 | 6,106.50 | |||
| 8033 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 0.00 | 264.000 | 167.500 | 167.500 | 38.00 | 6,365.00 | |||
| 8034 | DOWLING BAR | 23118NN | EACH | 0.00 | 168.000 | 170.000 | 170.000 | 39.00 | 6,630.00 | |||
| 8035 | CLEAN CULVERT | 20465EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,811.31 | 24,811.31 | |||
| 8036 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 0.00 | 175,000.000 | 162,919.000 | 162,919.000 | 0.28 | 45,617.32 | |||
| 8037 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 30.000 | 135.000 | 135.000 | 255.00 | 34,425.00 | |||
| 8038 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 8039 | SLOPED BOX INLET-OUTLET TYPE 2 Modified | 01441 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,875.00 | 5,875.00 | |||
| 8041 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 0.00 | 310.000 | 216.000 | 216.000 | 32.25 | 6,966.00 | |||
| 8042 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 0.00 | 88.000 | 75.000 | 75.000 | 32.25 | 2,418.75 | |||
| 8043 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 0.00 | 500.000 | 424.000 | 424.000 | 32.25 | 13,674.00 | |||
| 8044 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 0.00 | 1,090.000 | 1,145.000 | 1,145.000 | 32.25 | 36,926.25 | |||
| 8045 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 0.00 | 35.000 | 91.000 | 91.000 | 32.25 | 2,934.75 | |||
| 8046 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,570.400 | -1,570.400 | 1.00 | -1,570.40 | |||
| 8047 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 0.00 | 15,000.000 | 14,876.000 | 14,876.000 | 3.25 | 48,347.00 | |||
| 8048 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 0.00 | 19,213.750 | 22,482.500 | 22,482.500 | 15.40 | 346,230.50 | |||
| 8051 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 2,435.000 | 2,435.000 | 2,435.000 | 35.03 | 85,298.05 | |||
| 8052 | CONCRETE BARRIER WALL TYPE 9T ~ Salvage | 03171 | LF | 0.00 | 1,205.000 | 1,205.000 | 1,205.000 | 21.20 | 25,546.00 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0002 SIGNING | |||||||
| 0600 | BARRIER MOUNTING BRACKET | 04904 | EACH | 6.00 | 11.000 | 12.000 | 12.000 | 1,250.00 | 15,000.00 | |||
| 0610 | GMSS GALV STEEL TYPE A | 06400 | LB | 22,407.00 | 20,151.800 | 20,151.800 | 20,151.800 | 2.00 | 40,303.60 | |||
| 0620 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 4,516.10 | 4,516.100 | 4,627.700 | 4,627.700 | 15.00 | 69,415.50 | |||
| 0630 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,273.30 | 1,392.300 | 1,706.650 | 1,706.650 | 13.25 | 22,613.11 | |||
| 0640 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 1,016.50 | 1,065.500 | 1,067.550 | 1,067.550 | 12.90 | 13,771.39 | |||
| 0650 | STEEL POST TYPE 1 | 06410 | LF | 1,457.00 | 6,148.000 | 5,213.000 | 5,213.000 | 6.50 | 33,884.50 | |||
| 0660 | STEEL POST TYPE 2 | 06411 | LF | 4,495.00 | 0.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0670 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 908.00 | 974.000 | 880.000 | 880.000 | 25.00 | 22,000.00 | |||
| 0680 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 729.00 | 729.000 | 193.000 | 193.000 | 25.00 | 4,825.00 | |||
| 0690 | OSS ALUMINUM 70 FT TRUSS (REVISED: 1-17-12) | 06426 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 59,000.00 | 59,000.00 | |||
| 0700 | GMSS GALV STEEL TYPE C | 06441 | LB | 8,619.00 | 8,619.000 | 10,723.130 | 10,723.130 | 3.00 | 32,169.39 | |||
| 0710 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 133.10 | 133.100 | 138.030 | 138.030 | 400.00 | 55,212.00 | |||
| 0720 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 5,911.00 | 5,911.000 | 6,308.000 | 6,308.000 | 1.10 | 6,938.80 | |||
| 0730 | ROADWAY CROSS SECTION | 20419ND | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 15.00 | 345.00 | |||
| 0740 | BARRIER WALL POST | 20912ND | EACH | 6.00 | 11.000 | 0.000 | 0.000 | 476.00 | 0.00 | |||
| 0750 | GMSS TYPE D | 21596ND | EACH | 19.00 | 19.000 | 21.000 | 21.000 | 270.00 | 5,670.00 | |||
| 0960 | OSS ALUMINUM 60 FT TRUSS (ADDED: 1-17-12) | 06422 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 54,000.00 | 108,000.00 | |||
| 8049 | OSS ALUMINUM 60 FT TRUSS | 06422 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,013.00 | 5,013.00 | |||
| 8050 | GMSS GALV STEEL TYPE A ~ Salvage | 06400 | LB | 0.00 | 3,576.500 | 3,576.500 | 3,576.500 | 1.18 | 4,220.27 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0003 LIGHTING | |||||||
| 0760 | POLE 40 FT MTG HT | 04701 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,350.00 | 4,050.00 | |||
| 0770 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 32,500.00 | 162,500.00 | |||
| 0780 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0790 | BRACKET 15 FT | 04725 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0800 | POLE BASE | 04740 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 850.00 | 2,550.00 | |||
| 0810 | TRANSFORMER BASE | 04750 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 0820 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 8,500.00 | 42,500.00 | |||
| 0830 | HPS LUMINAIRE | 04770 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 390.00 | 1,170.00 | |||
| 0840 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 1,175.00 | 28,200.00 | |||
| 0850 | FUSED CONNECTOR KIT | 04780 | EACH | 6.00 | 8.000 | 6.000 | 6.000 | 105.00 | 630.00 | |||
| 0860 | CONDUIT-1 1/4 IN | 04793 | LF | 450.00 | 450.000 | 422.000 | 422.000 | 8.00 | 3,376.00 | |||
| 0870 | CONDUIT-3 IN | 04797 | LF | 1,590.00 | 1,590.000 | 2,096.000 | 2,096.000 | 16.00 | 33,536.00 | |||
| 0880 | TRENCHING AND BACKFILLING | 04820 | LF | 1,870.00 | 2,250.000 | 1,958.000 | 1,958.000 | 5.00 | 9,790.00 | |||
| 0890 | WIRE-NO. 12 | 04832 | LF | 471.00 | 471.000 | 372.000 | 372.000 | 0.90 | 334.80 | |||
| 0900 | WIRE-NO. 8 | 04833 | LF | 6,690.00 | 6,690.000 | 6,648.000 | 6,648.000 | 1.20 | 7,977.60 | |||
| 0910 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 5.00 | 8.000 | 6.000 | 6.000 | 1,250.00 | 7,500.00 | |||
| 0920 | BORE AND JACK CONDUIT | 21543EN | LF | 170.00 | 250.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0930 | POLE BASE-HIGH MAST | 23161EN | CUYD | 46.52 | 46.520 | 46.500 | 46.500 | 250.00 | 11,625.00 | |||
| 8025 | CONDUIT-2 IN | 04795 | LF | 0.00 | 480.000 | 120.000 | 120.000 | 7.70 | 924.00 | |||
| 8026 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 500.000 | 140.000 | 140.000 | 2.75 | 385.00 | |||
| 8027 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,325.00 | 2,650.00 | |||
| 8028 | ADVANCE BEACON CONTROL | 23053NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 6,369.00 | 6,369.00 | |||
| 8029 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,700.00 | 5,700.00 | |||
| 8040 | EW~ Primary Power Service | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 44,080.78 | 44,080.78 | |||
| Project | DE09804601201 | Fed/State Project Number | APD 0806(040) | Category | 0004 MOB AND DEMOB | |||||||
| 0940 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 228,141.00 | 228,141.00 | |||
| 0950 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 333,800.00 | 83,450.00 | 250,350.00 | |
| SUBTOT | $83,450.00 |
$23,006,031.26 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0770-1-0I |
Mast Pole | EACH |
5.00 | 0001 | $19832.266000 | $99,161.33 | ||||||
0840-1-0I |
TRAFFIC INCIDENTAL | EACH |
24.00 | 0001 | $728.267500 | $17,478.42 | ||||||
0230-1-0I |
GDRAIL GALV AW .109 | LF |
20,715.00 | 0022 | $9.660000 | $200,106.90 | ||||||
0240-1-0I |
GDRAIL GALV AW .109 | LF |
875.00 | 0022 | $16.110000 | $14,096.25 | ||||||
0390-1-0I |
MISC PRECAST | LF |
3,640.00 | 0022 | $20.140000 | $73,309.60 | ||||||
0620-1-0I |
PERMANENT SIGN | SQFT |
4,516.10 | 0027 | $10.430000 | $47,102.92 | ||||||
0630-1-0I |
PERMANENT SIGN | SQFT |
1,273.30 | 0027 | $5.640000 | $7,181.41 | ||||||
0640-1-0I |
PERMANENT SIGN | SQFT |
952.75 | 0027 | $6.690000 | $6,373.89 | ||||||
0770-1-0A |
Mast Pole | EACH |
5.00 | 0020 | $19832.266000 | $-99,161.33 | ||||||
0390-1-0A |
MISC PRECAST | LF |
125.00 | 0032 | $20.140000 | $-2,517.50 | ||||||
0390-1-0A |
MISC PRECAST | LF |
50.00 | 0033 | $20.140000 | $-1,007.00 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
4,300.00 | 0035 | $9.660000 | $-41,538.00 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
2,790.00 | 0036 | $9.660000 | $-26,951.40 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
4,712.50 | 0038 | $9.660000 | $-45,522.75 | ||||||
0240-1-0A |
GDRAIL GALV AW .109 | LF |
125.00 | 0038 | $16.110000 | $-2,013.75 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
4,736.25 | 0039 | $9.660000 | $-45,752.18 | ||||||
0240-1-0A |
GDRAIL GALV AW .109 | LF |
87.50 | 0039 | $16.110000 | $-1,409.63 | ||||||
0630-1-0A |
PERMANENT SIGN | SQFT |
578.60 | 0039 | $5.640000 | $-3,263.30 | ||||||
0640-1-0A |
PERMANENT SIGN | SQFT |
271.10 | 0039 | $6.690000 | $-1,813.66 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
2,675.00 | 0040 | $9.660000 | $-25,840.50 | ||||||
0630-1-0A |
PERMANENT SIGN | SQFT |
634.30 | 0040 | $5.640000 | $-3,577.45 | ||||||
0640-1-0A |
PERMANENT SIGN | SQFT |
296.10 | 0040 | $6.690000 | $-1,980.91 | ||||||
0840-1-0A |
TRAFFIC INCIDENTAL | EACH |
24.00 | 0040 | $728.267500 | $-17,478.42 | ||||||
0390-1-0A |
MISC PRECAST | LF |
2,260.00 | 0042 | $20.140000 | $-45,516.40 | ||||||
0230-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0041 | $9.660000 | $-14,502.07 | ||||||
0240-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0041 | $16.110000 | $-10,672.87 | ||||||
0620-10C |
PERMANENT SIGN | SQFT |
0.00 | 0041 | $10.429999 | $-47,102.92 | ||||||
0630-10C |
PERMANENT SIGN | SQFT |
0.00 | 0041 | $5.639998 | $-340.66 | ||||||
0640-10C |
PERMANENT SIGN | SQFT |
0.00 | 0041 | $6.689992 | $-2,579.32 | ||||||
0390-10C |
MISC PRECAST | LF |
0.00 | 0044 | $20.140000 | $-24,268.70 | ||||||
| SUBTOT | $0.00 |
|||||||||||