|
ContID 041130 EST NO 0076 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 041130 | Estimate Number | 0076 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10314) Ratliff, Wes | ||||||
| Contractor | BIZZACK INC | MARS ADDR SN 1 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/12/2008 TO 01/24/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE01300150423 | ||||||
| Project No. | NH 15-1(52), NH 15-1(52) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | JACKSON-CAMPTON ROAD (KY 15) | ||||||
| Description | FROM 0.310 MILES SOUTH OF STILL HOUSE HOLLOW TO 0.430 MILES SOUTH OF FROZEN CREEK | ||||||
| Date Let | 12/17/2004 | Formal Acceptance | |||||
| Date Awarded | 01/04/2005 | Date Work Began | 01/06/2005 | ||||
| Date Contract Executed | 01/04/2005 | Open To Traffic | |||||
| Date NTP Issued | 01/06/2005 | Actual Completion Date | |||||
| Current Contract Amount | $37,872,032.46 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $36,460,418.27 |
Total Earnings | $35,703,939.27 |
$35,604,467.51 |
$99,471.76 |
|
| Percent Complete | 94.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,168,093.19 |
Gross Earnings | $35,703,939.27 |
$35,604,467.51 |
$0.00 |
|
| Total Change Orders | $1,411,614.19 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $35,703,939.27 |
$35,604,467.51 |
99,471.76 |
|||
| Contract Id | 041130 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0076 | Project Number | NH 15-1(52), NH 15-1(52) | |||||||
| Contractor | BIZZACK INC | Period | 01/12/2008 TO 01/24/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Value Engineering and Fuel Adjustment | Approved | 04/13/2006 | $48,087.73 | 0.0 | |||||
| 002 | Value Engineering and Fuel Adjustment | Approved | 10/05/2006 | $489,811.23 | 0.0 | |||||
| 003 | FUEL & ASPHALT ADJUSTMENTS - PAVEMENT DESIGN | Approved | 03/09/2007 | $786,777.23 | 0.0 | |||||
| 004 | R/W Acquisitions | Approved | 01/14/2008 | $86,938.00 | 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 |
||
| DE01300150423 | 8016 | FUEL ADJUSTMENT | FUEL | 0053 | 0.00 |
$0.00 |
$27,000.00 |
||
| DE01300150430 | 8022 | FUEL ADJUSTMENT | FUEL | 0053 | 0.00 |
$0.00 |
$-27,000.00 |
||
| DE01300150430 | 8017 | FUEL ADJUSTMENT | OTHER | 0071 | 0.00 |
$0.00 |
$-32,715.18 |
||
| DE01300150430 | 8022 | FUEL ADJUSTMENT | OTHER | 0071 | 0.00 |
$0.00 |
$32,715.18 |
||
| Contract Id | 041130 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract Type | GRHV GRADE HEAVY (OVER MILLION CY) | TRANSPORTATION CABINET |
Primary Project Number | DE01300150423 | ||||||
| Estimate Nbr | 0076 | Period | 01/12/2008 TO 01/24/2008 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | 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 | 28,008.00 | 26,693.000 | 18,139.610 | 18,139.610 | 17.00 | 308,373.37 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 605.00 | 605.000 | 705.840 | 705.840 | 18.00 | 12,705.12 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2.00 | 2.000 | 1,232.260 | 1,232.260 | 25.00 | 30,806.50 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 251.00 | 242.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 155.00 | 74.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 0060 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 5,887.00 | 6,447.000 | 4,703.050 | 4,703.050 | 46.50 | 218,691.82 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,444.00 | 2,794.000 | 1,895.850 | 1,895.850 | 48.50 | 91,948.72 | |||
| 0080 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 4,793.00 | 5,768.000 | 5,441.100 | 5,441.100 | 49.90 | 271,510.89 | |||
| 0090 | CL1 ASPH BASE 0.75D PG64-22 23 | 00220 | TON | 1,492.00 | 1,412.500 | 2,243.750 | 2,243.750 | 49.90 | 111,963.12 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 23 | 00221 | TON | 6,304.00 | 5,544.250 | 5,454.830 | 5,454.830 | 49.90 | 272,196.01 | |||
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 29.90 | 28.830 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0120 | CL1 ASPH SURF 0.38D PG64-22 23 | 00300 | TON | 527.00 | 482.500 | 0.000 | 0.000 | 59.85 | 0.00 | |||
| 0130 | CL2 ASPH SURF 0.38D PG64-22 23 | 00301 | TON | 1,703.00 | 1,809.000 | 1,199.300 | 1,199.300 | 54.75 | 65,661.67 | |||
| 0150 | CL3 ASPH SURF 0.38B PG76-22 23 | 20469ES403 | TON | 1,899.00 | 1,899.000 | 0.000 | 0.000 | 58.75 | 0.00 | |||
| 0160 | ENTRANCE PIPE-15 INCH | 00440 | LF | 176.00 | 121.000 | 35.000 | 35.000 | 38.00 | 1,330.00 | |||
| 0170 | ENTRANCE PIPE-18 INCH | 00441 | LF | 88.00 | 133.000 | 45.000 | 45.000 | 40.00 | 1,800.00 | |||
| 0180 | CULVERT PIPE-18 INCH | 00462 | LF | 540.00 | 668.000 | 611.000 | 611.000 | 41.55 | 25,387.05 | |||
| 0190 | CULVERT PIPE-24 INCH | 00464 | LF | 278.00 | 1,425.000 | 1,793.000 | 1,793.000 | 51.90 | 93,056.70 | |||
| 0200 | CULVERT PIPE-30 INCH | 00466 | LF | 323.00 | 693.000 | 501.000 | 501.000 | 53.10 | 26,603.10 | |||
| 0210 | CULVERT PIPE-36 INCH | 00468 | LF | 720.00 | 156.000 | 356.000 | 356.000 | 0.65 | 231.40 | |||
| 0220 | CULVERT PIPE-54 INCH | 00471 | LF | 1,180.00 | 1,094.000 | 936.000 | 936.000 | 138.35 | 129,495.60 | |||
| 0230 | STORM SEWER PIPE-18 INCH | 00522 | LF | 250.00 | 0.000 | 0.000 | 0.000 | 37.85 | 0.00 | |||
| 0240 | STORM SEWER PIPE-24 INCH | 00524 | LF | 1,390.00 | 0.000 | 0.000 | 0.000 | 40.95 | 0.00 | |||
| 0250 | STORM SEWER PIPE-30 INCH | 00526 | LF | 370.00 | 0.000 | 0.000 | 0.000 | 46.45 | 0.00 | |||
| 0260 | PERFORATED PIPE-4 INCH | 01000 | LF | 679.00 | 679.000 | 509.000 | 509.000 | 8.00 | 4,072.00 | |||
| 0270 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 424.00 | 424.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0280 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0290 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 1.00 | 0.000 | 5.000 | 5.000 | 4,000.00 | 20,000.00 | |||
| 0300 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 4.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0310 | DROP BOX INLET TYPE 2 | 01493 | EACH | 3.00 | 2.000 | 3.000 | 3.000 | 2,700.00 | 8,100.00 | |||
| 0320 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0330 | DROP BOX INLET TYPE 5B | 01505 | EACH | 7.00 | 8.000 | 10.000 | 10.000 | 2,300.00 | 23,000.00 | |||
| 0340 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0350 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0360 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0370 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0380 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 89.00 | 89.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0390 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 4.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0400 | REMOVE PAVEMENT | 02091 | SQYD | 1,838.00 | 1,838.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0410 | ROADWAY EXCAVATION | 02200 | CUYD | 3,173,787.00 | 2,831,579.000 | 2,850,745.660 | 2,850,745.660 | 2.36 | 6,727,759.75 | |||
| 0420 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 20,372.00 | 20,372.000 | 9,588.000 | 9,588.000 | 5.00 | 47,940.00 | |||
| 0430 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,812.50 | 2,600.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0440 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 4.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0450 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0460 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 7.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0470 | TEMPORARY GUARDRAIL | 02397 | LF | 2,600.00 | 1,262.500 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0480 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 27.00 | 27.000 | 31.000 | 31.000 | 80.00 | 2,480.00 | |||
| 0490 | CHANNEL LINING CLASS IA | 02482 | TON | 1,154.00 | 1,154.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0500 | CHANNEL LINING CLASS II | 02483 | TON | 3,383.00 | 3,383.000 | 1,450.690 | 1,450.690 | 16.55 | 24,008.91 | |||
| 0510 | CHANNEL LINING CLASS III | 02484 | TON | 2,252.00 | 2,252.000 | 330.190 | 330.190 | 0.17 | 56.13 | |||
| 0520 | CLEARING AND GRUBBING 115 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 197,800.00 | 197,800.00 | |||
| 0530 | SIGNS | 02562 | SQFT | 465.00 | 401.000 | 400.000 | 400.000 | 10.00 | 4,000.00 | |||
| 0540 | EDGE KEY | 02585 | LF | 81.00 | 81.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0550 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,055.00 | 1,055.000 | 316.670 | 316.670 | 2.50 | 791.67 | |||
| 0560 | MAINTAIN & CONTROL TRAFFIC 1 | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 48,000.00 | 43,200.00 | |||
| 0570 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 1 | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 56,000.00 | 0.00 | |||
| 0580 | DIVERSIONS (BY-PASS DETOURS) DIVERSION 2 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,400.00 | 0.00 | |||
| 0590 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0600 | SAFELOADING | 02690 | CUYD | 168.00 | 168.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0610 | TEMPORARY SILT FENCE | 02701 | LF | 4,238.00 | 4,238.000 | 600.000 | 600.000 | 2.50 | 1,500.00 | |||
| 0620 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0630 | SILT CHECK | 02705 | EACH | 108.00 | 108.000 | 21.000 | 21.000 | 75.00 | 1,575.00 | |||
| 0640 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 16.00 | 16.000 | 1.000 | 1.000 | 25.00 | 25.00 | |||
| 0650 | CLEAN SILT CHECK | 02708 | EACH | 216.00 | 216.000 | 4.000 | 4.000 | 10.00 | 40.00 | |||
| 0660 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 8,476.00 | 8,476.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0670 | STAKING 1 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0680 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0690 | FLASHING ARROW | 02775 | EACH | 4.00 | 2.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0700 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,894.00 | 15,894.000 | 79,100.000 | 79,100.000 | 1.50 | 118,650.00 | |||
| 0710 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 14,992.00 | 14,992.000 | 36,300.000 | 36,300.000 | 0.18 | 6,534.00 | |||
| 0720 | SEEDING AND PROTECTION | 05985 | SQYD | 149,924.00 | 149,924.000 | 99,689.280 | 99,689.280 | 0.30 | 29,906.78 | |||
| 0730 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 166,641.00 | 166,641.000 | 161,233.840 | 161,233.840 | 0.20 | 32,246.76 | |||
| 0740 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0750 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 42,000.00 | 36,000.000 | 47,198.000 | 47,198.000 | 0.20 | 9,439.60 | |||
| 0760 | PAVE STRIPING-THERMO-12 INCH Y | 06547 | LF | 1,021.00 | 1,021.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0770 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,500.00 | 1,900.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0780 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,500.00 | 1,900.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 0790 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0800 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 700.00 | 700.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0810 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0820 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 0830 | CONCRETE-CLASS A | 08100 | CUYD | 63.11 | 67.660 | 65.650 | 65.650 | 600.00 | 39,390.00 | |||
| 0840 | STEEL REINFORCEMENT | 08150 | LB | 3,967.50 | 4,224.000 | 3,787.000 | 3,787.000 | 1.00 | 3,787.00 | |||
| 0850 | SILT CHECK (MOD) | 20073ES213 | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 100.00 | 2,300.00 | |||
| 0860 | CLEAN SILT CHECK (MOD) | 20074ES213 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8010 | FOUNDATION PREPARATION | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 105,810.00 | 105,810.00 | |||
| 8011 | EW~ New Hydraulic and Structural Design of Culvert Extension | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,975.00 | 16,975.00 | |||
| 8012 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 151,195.090 | 151,195.090 | 151,195.090 | 1.00 | 151,195.09 | |||
| 8014 | RELOCATE SERVICE | 20151EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,300.16 | 3,300.16 | |||
| 8016 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 78,164.420 | 186,628.290 | 186,628.290 | 1.00 | 186,628.29 | |||
| 8021 | CULVERT PIPE-42 INCH | 00469 | LF | 0.00 | 259.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| 8022 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 374,525.580 | 374,525.580 | 374,525.580 | 1.00 | 374,525.58 | |||
| 8023 | EW~ Plan Preparation Roberts Hollow V.E. | 10098NX | DOLL | 0.00 | 67,000.000 | 67,000.000 | 67,000.000 | 1.00 | 67,000.00 | |||
| 8024 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 45,000.000 | 134,431.260 | 134,431.260 | 1.00 | 134,431.26 | |||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | Category | 0002 BRIDGE | |||||||
| 0870 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 447.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0880 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 96,100.00 | 0.00 | |||
| 0890 | CONCRETE-CLASS A | 08100 | CUYD | 469.20 | 208.900 | 208.900 | 208.900 | 320.00 | 66,848.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 83,226.00 | 36,385.000 | 36,390.340 | 36,390.340 | 0.80 | 29,112.27 | |||
| 8029 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 188.000 | 178.000 | 178.000 | 184.76 | 32,887.28 | |||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | Category | 0003 LANDSCAPING | |||||||
| 0910 | TREE | 20000ES724 | EACH | 625.00 | 625.000 | 973.000 | 973.000 | 30.10 | 29,287.30 | |||
| 0920 | SHRUB | 20001ES724 | EACH | 1,188.00 | 1,188.000 | 1,780.000 | 1,780.000 | 10.00 | 17,800.00 | |||
| 0930 | LIVE STAKES | 20231MD | EACH | 6,803.00 | 6,803.000 | 12,640.000 | 12,640.000 | 4.00 | 50,560.00 | |||
| 0940 | STREAM TYPE A | 20484ED | LF | 677.00 | 677.000 | 1,030.000 | 1,030.000 | 74.70 | 76,941.00 | |||
| 0950 | STREAM TYPE B | 20485ED | LF | 207.00 | 207.000 | 806.000 | 806.000 | 40.25 | 32,441.50 | |||
| 0960 | STREAM TYPE C | 20486ED | LF | 463.00 | 463.000 | 395.000 | 395.000 | 32.48 | 12,829.60 | |||
| 0970 | CROSS VANE AND J-HOOKS | 20487ED | LF | 871.00 | 871.000 | 166.000 | 166.000 | 75.00 | 12,450.00 | |||
| 0980 | GRASS SEEDING | 20489ED | LB | 62.00 | 62.000 | 127.000 | 127.000 | 60.00 | 7,620.00 | |||
| 0990 | HERBACEOUS MIX | 20490ED | LB | 57.00 | 57.000 | 16.000 | 16.000 | 150.00 | 2,400.00 | |||
| 1000 | WILD FLOWER MIX | 20491ED | LB | 5.00 | 5.000 | 16.000 | 16.000 | 120.00 | 1,920.00 | |||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | Category | 0004 DEMOBILIZATION | |||||||
| 1010 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 176,480.21 | 176,480.21 | |||
| 1020 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 179,455.40 | 0.00 | |||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | Category | 0005 TRAINEES | |||||||
| 1030 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A/B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,529.000 | 1,529.000 | 1.00 | 1,529.00 | |||
| Project | DE01300150423 | Fed/State Project Number | NH 15-1(52) | Category | 0006 FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING | |||||||
| 8003 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 300,000.000 | 321,504.560 | 321,504.560 | 1.00 | 321,504.56 | |||
| 8025 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 5,000.000 | 7,898.100 | 7,898.100 | 1.00 | 7,898.10 | |||
| SUBTOT | $0.00 |
$11,095,837.935 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | DE01300150430 | Fed/State Project Number | NH 15-1(52) | Category | 0001 ROADWAY 30 Phase | ||||||
| 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 | 36,246.00 | 36,246.000 | 23,569.050 | 23,569.050 | 17.00 | 400,673.85 | ||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 190.00 | 190.000 | 229.080 | 229.080 | 18.00 | 4,123.44 | ||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 2,254.520 | 2,254.520 | 25.00 | 56,363.00 | ||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 327.00 | 327.000 | 89.560 | 89.560 | 45.00 | 4,030.20 | ||
| 0050 | |||||||||||