|
Report_Id: 111022 Est NO 0014 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111022 | Estimate Number | 0014 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Renfroe, Katy E. P.E. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 12/01/2011 TO 12/14/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE03400681122 | ||||||
| Project No. | NH 2681(026) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | HARRODSBURG ROAD (US 68) | ||||||
| Description | CONSTRUCTION OF DOUBLE CROSSOVER DIAMOND INTERCHANGE ON HARRODSBURG ROAD (US 68) AT NEW CIRCLE ROAD (KY 4) | ||||||
| Date Let | 05/20/2011 | Formal Acceptance | |||||
| Date Awarded | 05/23/2011 | Date Work Began | 05/30/2011 | ||||
| Date Contract Executed | 05/26/2011 | Open To Traffic | |||||
| Date NTP Issued | 05/26/2011 | Actual Completion Date | 11/28/2011 | ||||
| Current Contract Amount | $5,810,476.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,670,646.21 |
Total Earnings | $5,809,264.72 |
$5,759,004.19 |
$50,260.53 |
|
| Percent Complete | 99.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $1,211.59 |
Gross Earnings | $5,809,264.72 |
$5,759,004.19 |
$50,260.53 |
|
| Total Change Orders | $139,830.10 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,809,264.72 |
$5,759,004.19 |
$50,260.53 |
|||
| Contract Id | 111022 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0014 | Project Number | NH 2681(026) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 12/01/2011 TO 12/14/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut add Thermo markings & Pavement markers | Approved | 12/02/2011 | $139,830.10 | 5.0 | |||||
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 | 111022 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE03400681122 | ||||||
| Estimate Nbr | 0014 | Period | 12/01/2011 TO 12/14/2011 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03400681122 | Fed/State Project Number | NH 2681(026) | 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 | 7,984.00 | 7,984.000 | 628.790 | 7,803.720 | 8,432.510 | 18.50 | 11,632.61 | 156,001.43 | |
| 0020 | CRUSHED STONE BASE | 00003 | TON | 4,754.00 | 4,754.000 | 340.690 | 5,189.540 | 5,530.230 | 18.50 | 6,302.76 | 102,309.25 | |
| 0030 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 8.00 | 8.000 | 80.930 | 80.930 | 95.00 | 7,688.35 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 20.00 | 20.000 | 35.200 | 35.200 | 165.00 | 5,808.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,156.00 | 2,156.000 | -276.020 | 2,158.310 | 1,882.290 | 65.00 | -17,941.30 | 122,348.85 | |
| 0060 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 1,739.00 | 1,739.000 | 2,395.720 | 2,395.720 | 74.00 | 177,283.28 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 210.00 | 210.000 | 193.920 | 193.920 | 65.00 | 12,604.80 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,355.00 | 6,355.000 | 7,381.890 | 7,381.890 | 65.00 | 479,822.85 | |||
| 0090 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 361.00 | 361.000 | 421.500 | 421.500 | 65.00 | 27,397.50 | |||
| 0100 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 900.00 | 900.000 | -225.500 | 753.340 | 527.840 | 65.00 | -14,657.50 | 34,309.60 | |
| 0110 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 4.260 | 4.260 | 1,500.00 | 6,390.00 | |||
| 0120 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 242.00 | 242.000 | 10.350 | 10.350 | 78.00 | 807.30 | |||
| 0130 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 3,793.00 | 4,148.000 | 4,649.880 | 4,649.880 | 95.00 | 441,738.60 | |||
| 0140 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,368.00 | 1,368.000 | 1,267.500 | 1,267.500 | 64.00 | 81,120.00 | |||
| 0150 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,877.00 | 1,877.000 | -22.000 | 2,366.000 | 2,344.000 | 75.00 | -1,650.00 | 175,800.00 | |
| 0160 | STORM SEWER PIPE-24 IN | 00524 | LF | 292.00 | 292.000 | 293.000 | 293.000 | 100.00 | 29,300.00 | |||
| 0170 | STORM SEWER PIPE-30 IN | 00526 | LF | 48.00 | 48.000 | 47.000 | 47.000 | 100.00 | 4,700.00 | |||
| 0180 | STORM SEWER PIPE-36 IN | 00528 | LF | 146.00 | 146.000 | 9.000 | 137.000 | 146.000 | 108.00 | 972.00 | 15,768.00 | |
| 0190 | PERFORATED PIPE-4 IN | 01000 | LF | 7,000.00 | 7,000.000 | 529.000 | 3,599.000 | 4,128.000 | 10.00 | 5,290.00 | 41,280.00 | |
| 0200 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0210 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0220 | REMOVE PIPE | 01310 | LF | 185.00 | 185.000 | 22.000 | 168.000 | 190.000 | 15.00 | 330.00 | 2,850.00 | |
| 0230 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 2.000 | 3.000 | 350.00 | 350.00 | 1,050.00 | |
| 0240 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0250 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 0260 | CURB BOX INLET TYPE A | 01456 | EACH | 30.00 | 30.000 | 29.500 | 29.500 | 3,000.00 | 88,500.00 | |||
| 0270 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0280 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,050.00 | 8,200.00 | |||
| 0290 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,425.00 | 2,425.00 | |||
| 0300 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 1,765.00 | 2,647.50 | |||
| 0310 | DROP BOX INLET TYPE 12A | 01550 | LF | 14.00 | 14.000 | 12.000 | 12.000 | 265.00 | 3,180.00 | |||
| 0320 | DROP BOX INLET TYPE 13G | 01559 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,890.00 | 7,560.00 | |||
| 0330 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.500 | 2.500 | 9,070.00 | 22,675.00 | |||
| 0340 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 915.00 | 2,745.00 | |||
| 0350 | CAP CURB BOX INLET | 01634 | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 700.00 | 9,800.00 | |||
| 0360 | JUNCTION BOX-15 IN | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2.000 | 2,030.00 | 2,030.00 | 4,060.00 | |
| 0370 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,485.00 | 2,485.00 | |||
| 0380 | REMOVE JUNCTION BOX | 01655 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 915.00 | 915.00 | 915.00 | |
| 0390 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,650.00 | 3,650.00 | |||
| 0400 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 915.00 | 2,745.00 | |||
| 0410 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 175.00 | 5,250.00 | |||
| 0420 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 2,400.00 | 3,600.00 | |||
| 0430 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,350.00 | 13,050.00 | |||
| 0440 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0450 | STANDARD CURB AND GUTTER | 01810 | LF | 1,153.00 | 1,153.000 | 32.000 | 1,021.000 | 1,053.000 | 23.75 | 760.00 | 25,008.75 | |
| 0460 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 3,224.00 | 3,224.000 | -755.000 | 4,105.800 | 3,350.800 | 21.00 | -15,855.00 | 70,366.80 | |
| 0470 | BARRIER CURB AND GUTTER | 01815 | LF | 1,142.00 | 1,142.000 | -10.000 | 997.000 | 987.000 | 21.00 | -210.00 | 20,727.00 | |
| 0480 | STANDARD HEADER CURB | 01875 | LF | 1,190.00 | 1,190.000 | 109.100 | 1,177.900 | 1,287.000 | 21.00 | 2,291.10 | 27,027.00 | |
| 0490 | BARRIER HEADER CURB | 01880 | LF | 1,174.00 | 1,174.000 | -39.000 | 3,674.000 | 3,635.000 | 21.00 | -819.00 | 76,335.00 | |
| 0500 | ASPHALT WEDGE CURB | 01897 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 8.00 | 400.00 | |||
| 0510 | REMOVE CURB | 01904 | LF | 397.00 | 397.000 | 53.500 | 53.500 | 10.00 | 535.00 | |||
| 0520 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0530 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0540 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 17.50 | 0.00 | |||
| 0550 | PCC BASE-10 IN | 02065 | SQYD | 2,267.00 | 2,267.000 | 1,096.440 | 1,096.440 | 50.00 | 54,822.00 | |||
| 0560 | REMOVE PAVEMENT | 02091 | SQYD | 1,574.00 | 1,574.000 | 108.500 | 108.500 | 8.00 | 868.00 | |||
| 0570 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 118.00 | 118.000 | 159.240 | 159.240 | 61.00 | 9,713.64 | |||
| 0580 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 16.00 | 16.000 | 16.100 | 16.100 | 63.50 | 1,022.35 | |||
| 0590 | PAVED DITCH TYPE 1 | 02157 | SQYD | 667.00 | 667.000 | 632.030 | 632.030 | 90.00 | 56,882.70 | |||
| 0600 | TEMP DITCH | 02159 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0610 | REMOVE PAVED DITCH | 02165 | SQYD | 471.00 | 471.000 | 715.900 | 715.900 | 12.50 | 8,948.75 | |||
| 0620 | FLOWABLE FILL | 02220 | CUYD | 140.00 | 140.000 | 212.000 | 212.000 | 97.50 | 20,670.00 | |||
| 0630 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 360.00 | 360.000 | 39.780 | 39.780 | 35.00 | 1,392.30 | |||
| 0640 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 638.00 | 638.000 | 575.000 | 575.000 | 24.00 | 13,800.00 | |||
| 0650 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0660 | REMOVE GUARDRAIL | 02381 | LF | 888.00 | 888.000 | 891.500 | 891.500 | 3.50 | 3,120.25 | |||
| 0670 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0680 | CONCRETE-CLASS B | 02555 | CUYD | 366.20 | 366.200 | 372.350 | 372.350 | 295.00 | 109,843.25 | |||
| 0690 | SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 331.000 | 331.000 | 9.00 | 2,979.00 | |||
| 0700 | EDGE KEY | 02585 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0710 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,106.00 | 1,106.000 | -1,872.120 | 7,273.400 | 5,401.280 | 2.00 | -3,744.24 | 10,802.56 | |
| 0720 | REMOVE HEADWALL | 02625 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 555.00 | 6,660.00 | |||
| 0730 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 280,000.00 | 280,000.00 | |||
| 0740 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,500.00 | 35,000.00 | |||
| 0750 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0760 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,218.00 | 3,218.000 | -748.000 | 5,486.410 | 4,738.410 | 15.00 | -11,220.00 | 71,076.15 | |
| 0770 | SAFELOADING | 02690 | CUYD | 52.00 | 52.000 | 30.000 | 30.000 | 160.00 | 4,800.00 | |||
| 0780 | TEMP SILT FENCE | 02701 | LF | 3,000.00 | 3,000.000 | 2,987.000 | 2,987.000 | 2.00 | 5,974.00 | |||
| 0790 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 25.000 | 25.000 | 160.00 | 4,000.00 | |||
| 0800 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 60.000 | 60.000 | 115.00 | 6,900.00 | |||
| 0810 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 11.000 | 11.000 | 100.00 | 1,100.00 | |||
| 0820 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 49.000 | 49.000 | 75.00 | 3,675.00 | |||
| 0830 | CLEAN TEMP SILT FENCE | 02709 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 0840 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,875.00 | 2,875.000 | 2,961.830 | 2,961.830 | 40.00 | 118,473.20 | |||
| 0850 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,300.00 | 29,300.00 | |||
| 0860 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 6.000 | 0.000 | 6.000 | 1,000.00 | 6,000.00 | 6,000.00 | |
| 0870 | MASONRY COATING | 02998 | SQYD | 708.00 | 708.000 | 467.260 | 240.740 | 708.000 | 10.55 | 4,929.59 | 7,469.40 | |
| 0880 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 200.00 | 200.000 | 80.000 | 80.000 | 35.00 | 2,800.00 | |||
| 0890 | PVC PIPE-8 IN | 03387 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0900 | EROSION CONTROL BLANKET | 05950 | SQYD | 16,451.00 | 16,451.000 | 18,534.000 | 18,534.000 | 1.28 | 23,723.52 | |||
| 0910 | TEMP MULCH | 05952 | SQYD | 23,500.00 | 23,500.000 | 8,897.000 | 8,897.000 | 0.18 | 1,601.46 | |||
| 0920 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,500.00 | 23,500.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0930 | TOPDRESSING FERTILIZER | 05966 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 815.00 | 0.00 | |||
| 0940 | SODDING | 05990 | SQYD | 1,874.00 | 1,874.000 | 2,117.000 | 2,117.000 | 7.35 | 15,559.95 | |||
| 0950 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,816.00 | 40,816.000 | 748.000 | 102,641.000 | 103,389.000 | 0.22 | 164.56 | 22,745.58 | |
| 0960 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 51,000.00 | 51,000.000 | 14,312.000 | 14,312.000 | 0.23 | 3,291.76 | |||
| 0970 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 12,188.00 | 12,188.000 | 8,393.000 | 8,393.000 | 0.33 | 2,769.69 | |||
| 0980 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 444.00 | 222.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0990 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 3,540.00 | 1,770.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 1000 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 1010 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 4,258.00 | 2,129.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1020 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 25.00 | 25.000 | 74.000 | 74.000 | 22.50 | 1,665.00 | |||
| 1030 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 488.00 | 488.000 | 482.000 | 482.000 | 22.50 | 10,845.00 | |||
| 1040 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 301.00 | 301.000 | 341.000 | 341.000 | 22.50 | 7,672.50 | |||
| 1050 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 350.00 | 350.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1060 | PAVE MARKING-PAINT WORDS | 06601NC | EACH | 30.00 | 15.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1070 | PAVE MARKING-PAINT SYMBOL | 06602NC | EACH | 4.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1080 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 799.00 | 799.000 | 904.000 | 904.000 | 25.00 | 22,600.00 | |||
| 1090 | CONCRETE-CLASS A | 08100 | CUYD | 92.00 | 92.000 | 78.690 | 78.690 | 770.00 | 60,591.30 | |||
| 1100 | STEEL REINFORCEMENT | 08150 | LB | 1,386.00 | 1,386.000 | 1,386.000 | 1,386.000 | 1.15 | 1,593.90 | |||
| 1110 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 2,558.00 | 2,558.000 | 2,558.000 | 2,558.000 | 1.50 | 3,837.00 | |||
| 1120 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1130 | FUEL ADJUSTMENT | 10020NS | DOLL | 27,067.00 | 27,067.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1140 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 37,444.00 | 37,444.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1150 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 275.00 | 275.000 | 505.000 | 505.000 | 1.50 | 757.50 | |||
| 1160 | PAVE MARK STOP BAR-24 IN PAINT | 20205EC | LF | 1,256.00 | 628.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 1170 | PAVE MARK-PAINT ARROWS | 20208NC | EACH | 364.00 | 175.000 | 138.000 | 138.000 | 50.00 | 6,900.00 | |||
| 1180 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 931.00 | 931.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 1190 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 18.00 | 18.000 | -2.000 | 2.000 | 0.000 | 150.00 | -300.00 | 0.00 | |
| 1200 | SAW CUT | 20430ED | LF | 7,507.00 | 7,507.000 | 6,786.000 | 6,786.000 | 2.34 | 15,879.24 | |||
| 1210 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1220 | LONGITUDINAL EDGE KEY | 21289ED | LF | 979.00 | 979.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1230 | BOLLARDS | 21341ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1240 | FORM LINER | 21342ED | SQFT | 969.00 | 969.000 | 969.000 | 969.000 | 12.00 | 11,628.00 | |||
| 1250 | EMBANKMENT | 21533EN | CUYD | 8,232.00 | 8,232.000 | 8,232.000 | 8,232.000 | 0.10 | 823.20 | |||
| 1260 | EXCAVATION | 21554EN | CUYD | 13,096.00 | 14,062.590 | 13,096.000 | 13,096.000 | 24.00 | 314,304.00 | |||
| 1270 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,853.00 | 1,853.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1280 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 564.00 | 564.000 | 496.000 | 496.000 | 40.00 | 19,840.00 | |||
| 1290 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 1,000.00 | 1,000.000 | 13,353.000 | 13,353.000 | 2.00 | 26,706.00 | |||
| 1300 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 24,000.00 | 96,000.00 | |||
| 1310 | BARRIER CURB AND GUTTER-MOD | 24109EC | LF | 3,115.00 | 3,115.000 | 408.500 | 207.500 | 616.000 | 22.00 | 8,987.00 | 13,552.00 | |
| 1320 | PERM PAINT-BARRIER CURB | 24110EC | LF | 5,317.00 | 5,317.000 | 5,269.000 | 5,269.000 | 1.10 | 5,795.90 | |||
| 8001 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 506.720 | 433.890 | 0.000 | 433.890 | 28.50 | 12,365.86 | 12,365.86 | |
| 8002 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 1,872.120 | 1,872.120 | 0.000 | 1,872.120 | 2.00 | 3,744.24 | 3,744.24 | |
| 8003 | PAVEMENT MARKER TYPE IV-B W/R | 06583 | EACH | 0.00 | 200.000 | 184.000 | 0.000 | 184.000 | 6.00 | 1,104.00 | 1,104.00 | |
| 8004 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 0.00 | 100.000 | 114.000 | 0.000 | 114.000 | 6.00 | 684.00 | 684.00 | |
| 8005 | PAVEMENT MARKER TYPE IV-MY | 06581 | EACH | 0.00 | 100.000 | 173.000 | 0.000 | 173.000 | 6.00 | 1,038.00 | 1,038.00 | |
| 8006 | MAINTAIN & CONTROL TRAFFIC New Circle Ramp Paving | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,600.00 | 15,600.00 | |||
| 8008 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 50.000 | 144.390 | 0.000 | 144.390 | 38.00 | 5,486.82 | 5,486.82 | |
| 8009 | PAVE STRIPING-THERMO-8 IN W | 06544 | LF | 0.00 | 222.000 | 606.000 | 0.000 | 606.000 | 5.00 | 3,030.00 | 3,030.00 | |
| 8010 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 0.00 | 1,770.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 8011 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 2,129.000 | 2,470.000 | 0.000 | 2,470.000 | 5.50 | 13,585.00 | 13,585.00 | |
| 8012 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 0.00 | 15.000 | 6.000 | 0.000 | 6.000 | 300.00 | 1,800.00 | 1,800.00 | |
| 8013 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 0.00 | 2.000 | 10.000 | 0.000 | 10.000 | 300.00 | 3,000.00 | 3,000.00 | |
| 8014 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 628.000 | 820.000 | 0.000 | 820.000 | 10.00 | 8,200.00 | 8,200.00 | |
| 8015 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 0.00 | 48.000 | 44.000 | 0.000 | 44.000 | 125.00 | 5,500.00 | 5,500.00 | |
| 8016 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 0.00 | 126.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 8017 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 0.00 | 15.000 | 19.000 | 0.000 | 19.000 | 125.00 | 2,375.00 | 2,375.00 | |
| 8018 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 460.00 | 1,840.00 | 1,840.00 | |
| Project | DE03400681122 | Fed/State Project Number | NH 2681(026) | Category | 0002 SIGNING | |||||||
| 1330 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 910.00 | 910.000 | 655.000 | 655.000 | 20.00 | 13,100.00 | |||
| 1340 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 488.00 | 488.000 | 314.250 | 314.250 | 14.00 | 4,399.50 | |||
| 1350 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 270.00 | 270.000 | 269.120 | 269.120 | 14.00 | 3,767.68 | |||
| 1360 | STEEL POST TYPE 1 (REVISED: 5-17-11) | 06410 | LF | 1,017.00 | 1,017.000 | 1,026.500 | 1,026.500 | 9.00 | 9,238.50 | |||
| 1380 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 137.00 | 137.000 | 85.000 | 85.000 | 28.00 | 2,380.00 | |||
| 1390 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 109.00 | 109.000 | 104.000 | 104.000 | 28.00 | 2,912.00 | |||
| 1400 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,500.00 | 4,500.000 | 2,445.920 | 2,445.920 | 5.00 | 12,229.60 | |||
| 1410 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 1420 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1430 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1440 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 13.44 | 13.440 | 8.360 | 8.360 | 500.00 | 4,180.00 | |||
| 1450 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 792.00 | 792.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 1460 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 18.00 | 18.000 | 2.000 | 9.000 | 11.000 | 150.00 | 300.00 | 1,650.00 | |
| 1470 | REMOVE SIGN | 21373ND | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 55.00 | 2,805.00 | |||
| 1480 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| Project | DE03400681122 | Fed/State Project Number | NH 2681(026) | Category | 0003 SIGNALIZATION | |||||||
| 1490 | POLE 30 FT MTG HT | 04700 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 995.00 | 1,990.00 | |||
| 1500 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 760.00 | 1,520.00 | |||
| 1510 | TRANSFORMER BASE | 04750 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 660.00 | 1,980.00 | |||
| 1520 | CONDUIT-2 IN | 04795 | LF | 2,520.00 | 2,520.000 | 2,825.000 | 2,825.000 | 11.00 | 31,075.00 | |||
| 1530 | CONDUIT-3 IN | 04797 | LF | 120.00 | 120.000 | 100.000 | 100.000 | 25.00 | 2,500.00 | |||
| 1540 | JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 1550 | TRENCHING AND BACKFILLING | 04820 | LF | 1,750.00 | 1,750.000 | 1,845.000 | 1,845.000 | 3.85 | 7,103.25 | |||
| 1560 | OPEN CUT ROADWAY | 04821 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1570 | LOOP WIRE | 04830 | LF | 14,640.00 | 14,640.000 | 15,057.000 | 15,057.000 | 0.30 | 4,517.10 | |||
| 1580 | CABLE-NO. 14/7C | 04845 | LF | 21,590.00 | 21,590.000 | 24,460.000 | 24,460.000 | 1.30 | 31,798.00 | |||
| 1590 | CABLE-NO. 14/1 PAIR (REVISED: 5-9-11) | 04850 | LF | 5,930.00 | 5,930.000 | 6,404.000 | 6,404.000 | 1.30 | 8,325.20 | |||
| 1600 | POLE 35 FT WOODEN | 04871 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 720.00 | 720.00 | |||
| 1610 | ANCHOR | 04884 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 725.00 | 725.00 | |||
| 1620 | MESSENGER-15400 LB | 04886 | LF | 1,200.00 | 1,200.000 | 1,225.000 | 1,225.000 | 3.75 | 4,593.75 | |||
| 1630 | LOOP SAW SLOT AND FILL | 04895 | LF | 5,510.00 | 5,510.000 | 5,176.000 | 5,176.000 | 7.10 | 36,749.60 | |||
| 1640 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 686.00 | 5,488.00 | |||
| 1650 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 40,000.00 | 80,000.00 | |||
| 1660 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1670 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 63.00 | 63.000 | 63.000 | 63.000 | 356.00 | 22,428.00 | |||
| 1680 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
| 1690 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
| 1710 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 700.00 | 7,000.00 | |||
| 1720 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,025.00 | 8,200.00 | |||
| 1730 | BORE AND JACK CONDUIT | 21543EN | LF | 1,850.00 | 1,850.000 | 1,190.000 | 1,190.000 | 45.00 | 53,550.00 | |||
| 1740 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 20.00 | 20.000 | 22.000 | 22.000 | 155.00 | 3,410.00 | |||
| 1760 | SPAN MOUNTED SIGN | 23052NN | EACH | 25.00 | 25.000 | 29.000 | 29.000 | 165.00 | 4,785.00 | |||
| 1770 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 190.00 | 3,800.00 | |||
| 1780 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 75.40 | 75.400 | 78.720 | 78.720 | 775.00 | 61,008.00 | |||
| 1790 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 415.00 | 4,150.00 | |||
| 1800 | INSTALL PEDESTAL POST | 23235EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 1810 | CABLE-NO. 14/8 PAIR | 24107EC | LF | 1,450.00 | 1,450.000 | 1,725.000 | 1,725.000 | 2.16 | 3,726.00 | |||
| 1820 | INSTALL SIG CONTROLLER-TY 2070 | 24108EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,750.00 | 8,250.00 | |||
| 1830 | HDPE CONDUIT-2 IN-SCHEDULE 80 | 24121EC | LF | 650.00 | 650.000 | 845.000 | 845.000 | 4.00 | 3,380.00 | |||
| 1840 | TRANSFORMER PAD | 24122EC | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 1850 | PVC CONDUIT-1 1/4 IN-SCHEDULE 40 | 24123EC | LF | 225.00 | 225.000 | 599.000 | 599.000 | 4.00 | 2,396.00 | |||
| 1860 | PVC CONDUIT-2 IN-SCHEDULE 40 (REVISED: 5-9-11) | 24124EC | LF | 3,350.00 | 3,350.000 | 4,855.000 | 4,855.000 | 4.50 | 21,847.50 | |||
| 1870 | PVC CONDUIT-3 IN-SCHEDULE 40 | 24125EC | LF | 490.00 | 490.000 | 675.000 | 675.000 | 5.85 | 3,948.75 | |||
| 2250 | MAST ARM POLE (ADDED: 5-9-11) | 04881 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 30,000.00 | 240,000.00 | |||
| Project | DE03400681122 | Fed/State Project Number | NH 2681(026) | Category | 0004 LIGHTING | |||||||
| 1880 | POLE 30 FT MTG HT | 04700 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 900.00 | 16,200.00 | |||
| 1890 | POLE 40 FT MTG HT | 04701 | EACH | 37.00 | 37.000 | 37.000 | 37.000 | 1,050.00 | 38,850.00 | |||
| 1900 | POLE 80 FT MTG HT HIGH MAST | 04710 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 22,750.00 | 91,000.00 | |||
| 1910 | BRACKET 4 FT (REVISED: 5-9-11) | 04720 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 240.00 | 1,200.00 | |||
| 1940 | BRACKET 10 FT (REVISED: 5-9-11) | 04723 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 330.00 | 4,950.00 | |||
| 1950 | BRACKET 12 FT | 04724 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 400.00 | 3,200.00 | |||
| 1960 | BRACKET 15 FT | 04725 | EACH | 27.00 | 27.000 | 27.000 | 27.000 | 430.00 | 11,610.00 | |||
| 1970 | POLE BASE | 04740 | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 760.00 | 41,800.00 | |||
| 1980 | TRANSFORMER BASE | 04750 | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 660.00 | 36,300.00 | |||
| 1990 | LIGHTING CONTROL EQUIPMENT (REVISED: 5-9-11) | 04761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,800.00 | 15,600.00 | |||
| 2000 | HPS LUMINAIRE | 04770 | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 330.00 | 18,150.00 | |||
| 2010 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 825.00 | 16,500.00 | |||
| 2020 | FUSED CONNECTOR KIT | 04780 | EACH | 116.00 | 116.000 | 112.000 | 112.000 | 85.00 | 9,520.00 | |||
| 2030 | CONDUIT-1 1/4 IN (REVISED: 5-9-11) | 04793 | LF | 9,940.00 | 9,940.000 | 10,664.000 | 10,664.000 | 8.00 | 85,312.00 | |||
| 2040 | CONDUIT-2 IN (REVISED: 5-9-11) | 04795 | LF | 240.00 | 240.000 | 274.000 | 274.000 | 12.00 | 3,288.00 | |||
| 2050 | CONDUIT-3 IN (REVISED: 5-9-11) | 04797 | LF | 1,680.00 | 1,680.000 | 2,159.000 | 2,159.000 | 25.00 | 53,975.00 | |||
| 2060 | MARKER | 04800 | EACH | 7.00 | 7.000 | 11.000 | 0.000 | 11.000 | 150.00 | 1,650.00 | 1,650.00 | |
| 2070 | TRENCHING AND BACKFILLING | 04820 | LF | 15,830.00 | 15,830.000 | 12,053.000 | 12,053.000 | 4.00 | 48,212.00 | |||
| 2080 | WIRE-NO. 12 | 04832 | LF | 10,300.00 | 10,300.000 | 8,568.000 | 8,568.000 | 0.01 | 85.68 | |||
| 2090 | WIRE-NO. 8 (REVISED: 5-9-11) | 04833 | LF | 7,700.00 | 7,700.000 | 25,593.000 | 25,593.000 | 2.50 | 63,982.50 | |||
| 2100 | WIRE-NO. 6 (REVISED: 5-9-11) | 04834 | LF | 3,000.00 | 3,000.000 | 13,548.000 | 13,548.000 | 2.50 | 33,870.00 | |||
| 2110 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 3,000.00 | 3,000.000 | 2,843.000 | 2,843.000 | 4.50 | 12,793.50 | |||
| 2120 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 800.00 | 800.000 | 648.000 | 648.000 | 5.70 | 3,693.60 | |||
| 2130 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 10.00 | 10.000 | 14.000 | 14.000 | 690.00 | 9,660.00 | |||
| 2140 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 11.00 | 11.000 | 3.000 | 3.000 | 1,025.00 | 3,075.00 | |||
| 2150 | BORE AND JACK CONDUIT (REVISED: 5-9-11) | 21543EN | LF | 1,830.00 | 1,830.000 | 5,205.000 | 5,205.000 | 45.00 | 234,225.00 | |||
| 2160 | INSTALL HIGH MAST CONTROL CABLE | 23022NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 2170 | RETROFIT HIGH MAST LOWERING DEVICE | 23023NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
| 2180 | POLE BASE-HIGH MAST (REVISED: 5-9-11) | 23161EN | CUYD | 38.00 | 38.000 | 36.320 | 36.320 | 780.00 | 28,329.60 | |||
| 2190 | LUMINAIRE WITH CEILING MOUNT | 24111EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 2200 | HDPE CONDUIT-2 IN-SCHEDULE 80 | 24121EC | LF | 2,470.00 | 2,470.000 | 1,940.000 | 1,940.000 | 4.00 | 7,760.00 | |||
| 2210 | PVC CONDUIT-2 IN-SCHEDULE 40 | 24124EC | LF | 1,200.00 | 1,200.000 | 1,963.000 | 1,963.000 | 4.50 | 8,833.50 | |||
| 2240 | OPEN CUT ROADWAY (ADDED: 5-9-11) | 04821 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 8007 | REMOVE AND REINSTALL LIGHTS | 23383EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 2,880.00 | 0.00 | |||
| Project | DE03400681122 | Fed/State Project Number | NH 2681(026) | Category | 0005 DEMOB AND MOB | |||||||
| 2220 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 134,820.00 | 134,820.00 | |||
| 2230 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 80,860.00 | 0.00 | |||
| SUBTOT | $50,260.51 |
$5,809,264.65 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1900-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0007 | $5115.810000 | $20,463.24 | ||||||
2010-1-0I |
TRAFFIC INCIDENTAL | EACH |
20.00 | 0007 | $618.750000 | $12,375.00 | ||||||
2090-1-0I |
WIRE, ELECTRICAL | LF |
7,700.00 | 0007 | $0.770000 | $5,929.00 | ||||||
2100-1-0I |
WIRE, ELECTRICAL | LF |
3,000.00 | 0007 | $0.890000 | $2,670.00 | ||||||
1900-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0010 | $5115.810000 | $-20,463.24 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
20.00 | 0011 | $618.750000 | $-12,375.00 | ||||||
2090-1-0A |
WIRE, ELECTRICAL | LF |
7,700.00 | 0012 | $0.770000 | $-5,929.00 | ||||||
2100-1-0A |
WIRE, ELECTRICAL | LF |
3,000.00 | 0012 | $0.890000 | $-2,670.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||