|
Report_Id: 121042 Est NO 0059 |
Date:07/02/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121042 | Estimate Number | 0059 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03320) Kidd, Benjamin P. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/25/2015 TO 06/05/2015 | ||||||
| Date Approved | 06/14/2015 | ||||||
| Primary Proj Number | DE00500651242 | ||||||
| Project No. | IM NH 0652(084), IM NH 0652(084) | ||||||
| Primary County | BARREN | ||||||
| Name of Road | TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) | ||||||
| Description | TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) | ||||||
| Date Let | 10/19/2012 | Formal Acceptance | |||||
| Date Awarded | 11/08/2012 | Date Work Began | 11/27/2012 | ||||
| Date Contract Executed | 11/26/2012 | Open To Traffic | |||||
| Date NTP Issued | 11/26/2012 | Actual Completion Date | |||||
| Current Contract Amount | $42,972,957.71 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $41,780,739.13 |
Total Earnings | $36,933,907.79 |
$36,915,762.67 |
$18,145.12 |
|
| Percent Complete | 85.97 |
Stockpiled Materials | $11,225.66 |
$11,225.66 |
$0.00 |
|
| Funds Available | $6,027,824.26 |
Gross Earnings | $36,945,133.45 |
$36,926,988.33 |
$18,145.12 |
|
| Total Change Orders | $1,192,218.58 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $36,945,133.45 |
$36,926,988.33 |
$18,145.12 |
|||
| Contract Id | 121042 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0059 | Project Number | IM NH 0652(084), IM NH 0652(084) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 04/25/2015 TO 06/05/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lot Pay, Non Spec, Rideability, Liqu Dam Override | Approved | 03/12/2013 | $0.01 | 0.0 | |||||
| 002 | Thermoplastic Pavement Markings | Approved | 07/08/2014 | $107,875.51 | 2.0 | |||||
| 003 | Variable Message Signs (VMS) MM 54.6 & MM 36.6 | Approved | 08/15/2014 | $1,034,742.10 | 17.0 | |||||
| 004 | Revised Elevations for Concrete Median Barrier Box Inlets | Approved | 06/18/2015 | $42,925.96 | 26.0 | |||||
| 005 | KY 218 Grade Revision | Approved | 06/22/2015 | $6,675.00 | 57.0 | |||||
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 | 121042 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE00500651242 | ||||||
| Estimate Nbr | 0059 | Period | 04/25/2015 TO 06/05/2015 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE00500651242 | Fed/State Project Number | IM NH 0652(084) | 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 | 5,742.00 | 5,742.000 | 7,620.760 | 7,620.760 | 17.52 | 133,515.71 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 841.00 | 841.000 | 537.340 | 537.340 | 17.97 | 9,655.99 | |||
| 0030 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 3,811.00 | 3,811.000 | 4,269.000 | 4,269.000 | 2.06 | 8,794.14 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 9,139.00 | 9,139.000 | 6,232.360 | 6,232.360 | 39.55 | 246,489.83 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 22.00 | 22.000 | 18.630 | 18.630 | 26.16 | 487.36 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6,096.00 | 6,096.000 | 1,051.840 | 1,051.840 | 16.90 | 17,776.09 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 PAVE EDGE DRAIN | 00078 | TON | 25.00 | 25.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 57.00 | 57.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0090 | ASPHALT SEAL COAT | 00103 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 889.32 | 0.00 | |||
| 0100 | LEVELING & WEDGING PG64-22 | 00190 | TON | 913.00 | 913.000 | 2,932.100 | 2,932.100 | 63.98 | 187,595.75 | |||
| 0110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,479.00 | 8,479.000 | 4,488.140 | 4,488.140 | 49.66 | 222,881.03 | |||
| 0120 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 7,543.00 | 7,543.000 | 6,726.500 | 6,726.500 | 49.76 | 334,710.64 | |||
| 0130 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 3,384.00 | 3,384.000 | 6,002.790 | 6,002.790 | 55.39 | 332,494.53 | |||
| 0140 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 1,143.00 | 1,143.000 | 1,143.000 | 1,143.000 | 63.48 | 72,557.64 | |||
| 0150 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 1,680.00 | 1,680.000 | 1,680.000 | 1,680.000 | 76.99 | 129,343.20 | |||
| 0160 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 378.00 | 378.000 | 0.000 | 0.000 | 66.12 | 0.00 | |||
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 31.00 | 31.000 | 9.120 | 9.120 | 646.00 | 5,891.52 | |||
| 0180 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 3.000 | 3.000 | 55.54 | 166.62 | |||
| 0190 | STORM SEWER PIPE-15 IN | 00521 | LF | 172.00 | 172.000 | 166.000 | 166.000 | 44.86 | 7,446.76 | |||
| 0200 | PERFORATED PIPE-4 IN | 01000 | LF | 7,820.00 | 7,820.000 | 5,050.000 | 5,050.000 | 5.35 | 27,017.50 | |||
| 0210 | PERFORATED PIPE-6 IN | 01001 | LF | 2,220.00 | 2,220.000 | 2,220.000 | 2,220.000 | 4.70 | 10,434.00 | |||
| 0220 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 398.00 | 398.000 | 398.000 | 398.000 | 9.50 | 3,781.00 | |||
| 0230 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 9.50 | 228.00 | |||
| 0240 | INSPECT & CERTIFY EDGE DRAIN SYSTEM BARREN CO. | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0250 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 430.00 | 7,740.00 | |||
| 0260 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 435.00 | 435.00 | |||
| 0270 | REMOVE PIPE | 01310 | LF | 16.00 | 16.000 | 56.000 | 56.000 | 26.70 | 1,495.20 | |||
| 0280 | REMOVE CATCH BASIN | 01706 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 560.00 | 1,120.00 | |||
| 0290 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0300 | CONC MEDIAN BARRIER TYPE 12C | 01967 | LF | 2,449.00 | 2,449.000 | 2,455.000 | 2,455.000 | 71.00 | 174,305.00 | |||
| 0310 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0320 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 448.00 | 448.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 0330 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 0340 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 17,675.00 | 17,675.000 | 10,380.000 | 10,380.000 | 3.04 | 31,555.20 | |||
| 0350 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 144.18 | 0.00 | |||
| 0360 | TEMP DITCH | 02159 | LF | 3,026.00 | 3,026.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0370 | CLEAN TEMP DITCH | 02160 | LF | 3,026.00 | 3,026.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0380 | REMOVE PAVED DITCH | 02165 | SQYD | 69.00 | 69.000 | 0.000 | 0.000 | 2.14 | 0.00 | |||
| 0390 | ROADWAY EXCAVATION | 02200 | CUYD | 13,846.00 | 13,846.000 | 13,846.000 | 13,846.000 | 9.22 | 127,660.12 | |||
| 0400 | DITCHING | 02237 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0410 | FENCE-TEMP | 02259 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0420 | REMOVE & REPLACE FENCE | 02268 | LF | 5,080.00 | 5,080.000 | 5,080.000 | 5,080.000 | 6.65 | 33,782.00 | |||
| 0430 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,025.00 | 10,125.00 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0450 | REMOVE GUARDRAIL | 02381 | LF | 1,427.00 | 1,427.000 | 50.000 | 50.000 | 1.67 | 83.50 | |||
| 0460 | CHANNEL LINING CLASS II | 02483 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 37.89 | 0.00 | |||
| 0470 | CEMENT | 02542 | TON | 74.00 | 74.000 | 82.400 | 82.400 | 118.50 | 9,764.40 | |||
| 0480 | CLEARING AND GRUBBING 6.0 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,816.00 | 12,816.00 | |||
| 0490 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE BARREN CO. | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 1,068.00 | 801.00 | |||
| 0500 | EDGE KEY | 02585 | LF | 100.00 | 100.000 | 54.000 | 54.000 | 25.08 | 1,354.32 | |||
| 0510 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 83.00 | 83.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0520 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 21,183.00 | 21,183.000 | 6,699.960 | 6,699.960 | 2.00 | 13,399.92 | |||
| 0530 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 518.00 | 518.000 | 180.650 | 180.650 | 2.00 | 361.30 | |||
| 0540 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 175,559.98 | 131,669.98 | |||
| 0550 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,950.00 | 0.00 | |||
| 0560 | MOBILIZATION FOR MILL & TEXT BARREN CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0570 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,120.00 | 2,120.000 | 1,281.470 | 1,281.470 | 16.55 | 21,208.32 | |||
| 0580 | SAFELOADING | 02690 | CUYD | 4.16 | 4.160 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0590 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 10,184.00 | 10,184.000 | 10,184.000 | 10,184.000 | 0.17 | 1,731.28 | |||
| 0600 | TEMP SILT FENCE | 02701 | LF | 2,826.00 | 2,826.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 0610 | SAND FOR BLOTTER | 02702 | TON | 77.00 | 77.000 | 0.000 | 0.000 | 15.49 | 0.00 | |||
| 0620 | SILT TRAP TYPE A | 02703 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 74.76 | 0.00 | |||
| 0630 | SILT TRAP TYPE B | 02704 | EACH | 22.00 | 22.000 | 1.000 | 1.000 | 181.56 | 181.56 | |||
| 0640 | SILT TRAP TYPE C | 02705 | EACH | 11.00 | 11.000 | 2.000 | 2.000 | 74.76 | 149.52 | |||
| 0650 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0660 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 132.00 | 132.000 | 2.000 | 2.000 | 0.01 | 0.02 | |||
| 0670 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 66.00 | 66.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0680 | CLEAN TEMP SILT FENCE | 02709 | LF | 16,956.00 | 16,956.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0690 | STAKING BARREN CO. | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 13,884.00 | 10,413.00 | |||
| 0700 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,815.60 | 3,631.20 | |||
| 0710 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,400.00 | 12,000.00 | |||
| 0720 | MASONRY COATING | 02998 | SQYD | 2,640.00 | 2,640.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0730 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 6,292.00 | 6,292.000 | 0.000 | 0.000 | 50.89 | 0.00 | |||
| 0740 | TUBULAR MARKERS | 03225 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 0750 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,436.00 | 1,436.000 | 1,050.000 | 1,050.000 | 1.05 | 1,102.50 | |||
| 0760 | TEMP MULCH | 05952 | SQYD | 19,920.00 | 19,920.000 | 4,000.000 | 4,000.000 | 0.14 | 560.00 | |||
| 0770 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,992.00 | 1,992.000 | 4,166.660 | 4,166.660 | 0.16 | 666.66 | |||
| 0780 | TOPDRESSING FERTILIZER | 05966 | TON | 0.40 | 0.400 | 0.400 | 0.400 | 680.00 | 272.00 | |||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 6,640.00 | 6,640.000 | 30,840.000 | 30,840.000 | 0.30 | 9,252.00 | |||
| 0800 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,240.00 | 2,240.000 | 7,910.000 | 7,910.000 | 0.15 | 1,186.50 | |||
| 0810 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 40,733.00 | 40,733.000 | 48,007.000 | 48,007.000 | 0.16 | 7,681.12 | |||
| 0820 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,120.00 | 1,120.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0830 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,800.00 | 4,800.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0840 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0850 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0860 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 384.00 | 384.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0870 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 1,280.00 | 1,280.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0880 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0890 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 18.25 | 0.00 | |||
| 0900 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 64.00 | 64.000 | 348.000 | 348.000 | 18.25 | 6,351.00 | |||
| 0910 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 127.00 | 127.000 | 120.000 | 120.000 | 18.25 | 2,190.00 | |||
| 0920 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 4.28 | 273.92 | |||
| 0930 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 0940 | FUEL ADJUSTMENT | 10020NS | DOLL | 39,110.00 | 39,110.000 | -10,925.050 | -10,925.050 | 1.00 | -10,925.05 | |||
| 0950 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 56,663.00 | 56,663.000 | 3,168.820 | 3,168.820 | 1.00 | 3,168.82 | |||
| 0960 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 100.00 | 100.000 | 0.000 | 0.000 | 48.06 | 0.00 | |||
| 0970 | SAW CUT | 20430ED | LF | 5,092.00 | 5,092.000 | 0.000 | 0.000 | 0.99 | 0.00 | |||
| 0980 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 85.44 | 170.88 | |||
| 0990 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,269.00 | 1,269.000 | 1,646.000 | 1,646.000 | 15.25 | 25,101.50 | |||
| 1000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 4.25 | 374.00 | |||
| 1010 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 15,276.00 | 15,276.000 | 11,258.000 | 11,258.000 | 0.44 | 4,953.52 | |||
| 1020 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,391.00 | 2,391.000 | 1,100.000 | 1,100.000 | 4.49 | 4,939.00 | |||
| 1030 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1040 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,900.00 | 8,900.00 | |||
| 1050 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,900.00 | 26,700.00 | |||
| 1060 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 15,276.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1070 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 5,092.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1080 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 1,515.00 | 1,515.000 | 1,515.000 | 1,515.000 | 2.19 | 3,317.85 | |||
| 1090 | FLUSH SEDIMENT BARREN CO. | 24277EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 534.00 | 0.00 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8015 | STEEL REINFORCEMENT FOR SIGNS VMS | 06491 | LB | 0.00 | 5,558.000 | 5,558.000 | 5,558.000 | 2.10 | 11,671.80 | |||
| 8038 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 0.00 | 3,132.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
| 8041 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 15,276.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 8042 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 5,092.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| Project | DE00500651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0002 MOB AND DEMOB | |||||||
| 1100 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 153,558.48 | 153,558.48 | |||
| 1110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 48,660.92 | 0.00 | |||
| Project | DE00500651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0003 SIGNING | |||||||
| 1120 | REFERENCE MARKER | 04903 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1130 | BARRIER MOUNTING BRACKET | 04904 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1140 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,070.00 | 2,070.000 | 2,070.000 | 2,070.000 | 2.60 | 5,382.00 | |||
| 1150 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 270.00 | 270.000 | 269.800 | 269.800 | 15.50 | 4,181.90 | |||
| 1160 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 18.00 | 18.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 1170 | STEEL POST TYPE 1 | 06410 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1180 | GMSS GALV STEEL TYPE C | 06441 | LB | 1,442.00 | 1,442.000 | 1,430.700 | 1,430.700 | 3.95 | 5,651.26 | |||
| 1190 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 175.00 | 175.00 | |||
| 1200 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 10.00 | 10.000 | 14.880 | 14.880 | 315.00 | 4,687.20 | |||
| 1210 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 352.00 | 352.000 | 704.000 | 704.000 | 2.00 | 1,408.00 | |||
| 1220 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 1230 | ROADWAY CROSS SECTION | 20419ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1240 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 1250 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE00500651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0004 TRAINEES | |||||||
| 1260 | TRAINEE PAYMENT REIMBURSEMENT 1 EQUIPMENT OPERATOR GROUP 1 | 02742 | HOUR | 1,600.00 | 1,600.000 | 13.500 | 13.500 | 1.06 | 14.31 | |||
| 1270 | TRAINEE PAYMENT REIMBURSEMENT 1 EQUIPMENT OPERATOR GROUP 2 | 02742 | HOUR | 1,400.00 | 1,400.000 | 373.500 | 373.500 | 1.06 | 395.91 | |||
| SUBTOT | $0.00 |
$2,662,932.30 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0430-1-0I |
GUARDRAIL END TR 1 | EACH |
2.00 | 0026 | $1463.000000 | $2,926.00 | ||||||
0990-1-0I |
GDRAIL GALV AW .109 | LF |
1,269.00 | 0026 | $10.341430 | $13,123.27 | ||||||
0990-1-0A |
GDRAIL GALV AW .109 | LF |
1,269.00 | 0048 | $10.341430 | $-13,123.27 | ||||||
0430-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0055 | $1463.000000 | $-1,463.00 | ||||||
| SUBTOT | $1,463.00 |
|||||||||||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | 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 | 72,956.00 | 72,973.380 | 79,524.990 | 79,524.990 | 17.52 | 1,393,277.82 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 7,167.00 | 7,167.000 | 7,769.990 | 7,769.990 | 17.97 | 139,626.72 | |||
| 0030 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 100,464.00 | 100,464.000 | 125,619.000 | 125,619.000 | 2.06 | 258,775.14 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 107,502.00 | 107,502.000 | 87,493.650 | 87,493.650 | 39.55 | 3,460,373.85 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 90.00 | 90.000 | 448.080 | 448.080 | 26.16 | 11,721.77 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18,288.00 | 18,288.000 | 2,089.240 | 2,089.240 | 16.90 | 35,308.15 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 PAVE EDGE DRAIN | 00078 | TON | 214.00 | 214.000 | 241.460 | 241.460 | 30.00 | 7,243.80 | |||
| 0080 | ASPHALT SEAL AGGREGATE | 00100 | TON | 582.00 | 584.000 | 495.980 | 495.980 | 66.00 | 32,734.68 | |||
| 0090 | ASPHALT SEAL COAT | 00103 | TON | 69.00 | 69.240 | 71.140 | 71.140 | 889.32 | 63,266.22 | |||
| 0100 | LEVELING & WEDGING PG64-22 | 00190 | TON | 9,381.00 | 9,381.000 | 33,484.060 | 33,484.060 | 63.98 | 2,142,310.15 | |||
| 0110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 88,426.00 | 88,426.000 | 82,622.610 | 82,622.610 | 49.66 | 4,103,038.81 | |||
| 0120 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 79,214.00 | 79,214.000 | 52,287.280 | 52,287.280 | 49.76 | 2,601,815.05 | |||
| 0130 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 41,749.00 | 41,749.000 | 41,822.730 | 41,822.730 | 55.39 | 2,316,561.01 | |||
| 0140 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 11,133.00 | 11,133.000 | 12,150.300 | 12,150.300 | 63.48 | 771,301.04 | |||
| 0150 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 20,279.00 | 20,279.000 | 21,551.760 | 21,551.760 | 76.99 | 1,659,270.00 | |||
| 0160 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 3,219.00 | 3,219.000 | 381.930 | 381.930 | 66.12 | 25,253.21 | |||
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 306.00 | 306.000 | 117.630 | 117.630 | 646.00 | 75,988.98 | |||
| 0180 | ENTRANCE PIPE-15 IN | 00440 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 48.06 | 0.00 | |||
| 0190 | CULVERT PIPE-15 IN | 00461 | LF | 100.00 | 100.000 | 133.000 | 133.000 | 53.40 | 7,102.20 | |||
| 0200 | CULVERT PIPE-18 IN | 00462 | LF | 175.00 | 175.000 | 297.000 | 297.000 | 55.54 | 16,495.38 | |||
| 0210 | CULVERT PIPE-24 IN | 00464 | LF | 46.00 | 46.000 | 84.000 | 84.000 | 61.94 | 5,202.96 | |||
| 0220 | CULVERT PIPE-30 IN | 00466 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 69.42 | 0.00 | |||
| 0230 | CULVERT PIPE-36 IN | 00468 | LF | 46.00 | 46.000 | 52.000 | 52.000 | 85.44 | 4,442.88 | |||
| 0240 | CULVERT PIPE-42 IN | 00469 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 106.80 | 1,281.60 | |||
| 0250 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,713.00 | 2,713.000 | 2,834.500 | 2,834.500 | 44.86 | 127,155.67 | |||
| 0260 | STORM SEWER PIPE-18 IN | 00522 | LF | 733.00 | 733.000 | 333.000 | 333.000 | 47.00 | 15,651.00 | |||
| 0270 | STORM SEWER PIPE-24 IN | 00524 | LF | 76.00 | 76.000 | 16.000 | 16.000 | 52.34 | 837.44 | |||
| 0280 | PERFORATED PIPE-4 IN | 01000 | LF | 55,006.00 | 55,006.000 | 46,645.000 | 46,645.000 | 5.35 | 249,550.75 | |||
| 0290 | PERFORATED PIPE-6 IN | 01001 | LF | 39,412.00 | 39,412.000 | 32,016.100 | 32,016.100 | 4.70 | 150,475.67 | |||
| 0300 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,326.00 | 3,326.000 | 3,796.000 | 3,796.000 | 9.50 | 36,062.00 | |||
| 0310 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 550.00 | 550.000 | 156.000 | 156.000 | 9.50 | 1,482.00 | |||
| 0320 | INSPECT & CERTIFY EDGE DRAIN SYSTEM HART CO. | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0330 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 21.00 | 21.000 | 32.000 | 32.000 | 375.00 | 12,000.00 | |||
| 0340 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 380.00 | 1,140.00 | |||
| 0350 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 7.00 | 7.000 | 22.000 | 22.000 | 405.00 | 8,910.00 | |||
| 0360 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 61.00 | 61.000 | 42.000 | 42.000 | 430.00 | 18,060.00 | |||
| 0370 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 435.00 | 435.00 | |||
| 0380 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 83.00 | 83.000 | 67.000 | 67.000 | 435.00 | 29,145.00 | |||
| 0390 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 440.00 | 1,320.00 | |||
| 0400 | REMOVE PIPE | 01310 | LF | 190.00 | 190.000 | 28.000 | 28.000 | 26.70 | 747.60 | |||
| 0410 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0420 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0430 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0440 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,800.00 | 30,400.00 | |||
| 0450 | DROP BOX INLET TYPE 1 | 01490 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 3,200.00 | 32,000.00 | |||
| 0460 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0470 | CAP DROP BOX INLET | 01584 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0480 | JUNCTION BOX | 01650 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 2,350.00 | 9,400.00 | |||
| 0490 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 0500 | REMOVE CATCH BASIN | 01706 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 560.00 | 12,320.00 | |||
| 0510 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0520 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 32.00 | 3,200.00 | |||
| 0530 | ISLAND INTEGRAL CURB | 01845 | LF | 71.00 | 71.000 | 34.000 | 34.000 | 32.00 | 1,088.00 | |||
| 0540 | CONC MEDIAN BARRIER TYPE 12C1 | 01955 | LF | 226.00 | 226.000 | 168.000 | 168.000 | 145.00 | 24,360.00 | |||
| 0550 | CONC MEDIAN BARRIER TYPE 12C | 01967 | LF | 23,113.00 | 23,113.000 | 23,150.000 | 23,150.000 | 71.00 | 1,643,650.00 | |||
| 0560 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 391.00 | 391.000 | 4.000 | 4.000 | 5.50 | 22.00 | |||
| 0570 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0580 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4,916.00 | 4,916.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 0590 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 2,099.00 | 2,099.000 | 0.000 | 0.000 | 6.73 | 0.00 | |||
| 0600 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 161,478.00 | 161,478.000 | 108,360.000 | 108,360.000 | 3.04 | 329,414.40 | |||
| 0610 | BARRICADE-TYPE III | 02014 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 144.18 | 0.00 | |||
| 0620 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 139.00 | 139.000 | 139.000 | 139.000 | 60.00 | 8,340.00 | |||
| 0630 | TEMP DITCH | 02159 | LF | 29,946.00 | 29,946.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0640 | CLEAN TEMP DITCH | 02160 | LF | 29,946.00 | 29,946.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0650 | REMOVE PAVED DITCH | 02165 | SQYD | 5,493.00 | 5,493.000 | 1,126.000 | 1,126.000 | 2.14 | 2,409.64 | |||
| 0660 | ROADWAY EXCAVATION | 02200 | CUYD | 286,101.00 | 286,101.000 | 286,101.000 | 286,101.000 | 9.22 | 2,637,851.22 | |||
| 0670 | GRANULAR EMBANKMENT | 02223 | CUYD | 142.00 | 142.000 | 1,059.150 | 1,059.150 | 30.98 | 32,812.46 | |||
| 0680 | DITCHING | 02237 | LF | 34,000.00 | 34,000.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0690 | FENCE-TEMP | 02259 | LF | 14,059.00 | 14,059.000 | 725.000 | 725.000 | 1.65 | 1,196.25 | |||
| 0700 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 535.00 | 535.000 | 535.000 | 535.000 | 4.59 | 2,455.65 | |||
| 0710 | REMOVE FENCE | 02265 | LF | 550.00 | 550.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0720 | REMOVE & RESET FENCE | 02267 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 5.85 | 0.00 | |||
| 0730 | REMOVE & REPLACE FENCE | 02268 | LF | 47,442.00 | 47,442.000 | 47,442.000 | 47,442.000 | 6.65 | 315,489.30 | |||
| 0740 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 8,200.00 | 8,200.000 | 9,374.115 | 9,374.115 | 14.25 | 133,581.13 | |||
| 0750 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,245.00 | 17,960.00 | |||
| 0770 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 10.00 | 10.000 | 47.000 | 47.000 | 2,025.00 | 95,175.00 | |||
| 0780 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 650.00 | 11,050.00 | |||
| 0790 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 0800 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0810 | REMOVE GUARDRAIL | 02381 | LF | 22,795.00 | 22,795.000 | 26,418.500 | 26,418.500 | 1.67 | 44,118.89 | |||
| 0820 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,975.00 | 0.00 | |||
| 0830 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 95.05 | 0.00 | |||
| 0840 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0850 | CLEAN SINKHOLE | 02469 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 2,563.20 | 20,505.60 | |||
| 0860 | CHANNEL LINING CLASS II | 02483 | TON | 397.30 | 397.300 | 1,022.440 | 1,022.440 | 37.89 | 38,740.25 | |||
| 0870 | CHANNEL LINING CLASS III | 02484 | TON | 948.00 | 948.000 | 306.290 | 306.290 | 39.25 | 12,021.88 | |||
| 0880 | CEMENT | 02542 | TON | 1,953.00 | 1,953.000 | 2,478.150 | 2,478.150 | 118.50 | 293,660.77 | |||
| 0890 | CLEARING AND GRUBBING 74 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 373,800.00 | 373,800.00 | |||
| 0900 | CONCRETE-CLASS B | 02555 | CUYD | 33.00 | 33.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0910 | SIGNS | 02562 | SQFT | 2,642.00 | 2,642.000 | 961.600 | 961.600 | 6.70 | 6,442.72 | |||
| 0920 | PROJECT CPM SCHEDULE SEE DESIGN FOR SPECIAL NOTE HART CO. | 02570 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 1,068.00 | 801.00 | |||
| 0930 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 130.000 | 130.000 | 25.08 | 3,260.40 | |||
| 0940 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,681.00 | 2,681.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0950 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 63,897.00 | 63,897.000 | 13,143.050 | 13,143.050 | 2.00 | 26,286.10 | |||
| 0960 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 10,463.00 | 10,463.000 | 4,647.700 | 4,647.700 | 2.00 | 9,295.40 | |||
| 0970 | REMOVE HEADWALL | 02625 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,922.40 | 1,922.40 | |||
| 0980 | MAINTAIN & CONTROL TRAFFIC HART CO. | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 463,494.91 | 347,621.18 | |||
| 0990 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 13.00 | 13.000 | 4.000 | 4.000 | 4,950.00 | 19,800.00 | |||
| 1000 | MOBILIZATION FOR MILL & TEXT HART CO. | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 1010 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 11,382.00 | 11,382.000 | 8,039.740 | 8,039.740 | 16.55 | 133,057.69 | |||
| 1020 | SAFELOADING | 02690 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1030 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 103,802.00 | 103,802.000 | 111,411.000 | 111,411.000 | 0.17 | 18,939.87 | |||
| 1040 | TEMP SILT FENCE | 02701 | LF | 27,846.00 | 27,846.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 1050 | SAND FOR BLOTTER | 02702 | TON | 767.00 | 767.000 | 0.000 | 0.000 | 15.49 | 0.00 | |||
| 1060 | SILT TRAP TYPE A | 02703 | EACH | 250.00 | 250.000 | 0.000 | 0.000 | 74.76 | 0.00 | |||
| 1070 | SILT TRAP TYPE B | 02704 | EACH | 250.00 | 250.000 | 20.000 | 20.000 | 181.56 | 3,631.20 | |||
| 1080 | SILT TRAP TYPE C | 02705 | EACH | 148.00 | 148.000 | 36.000 | 36.000 | 74.76 | 2,691.36 | |||
| 1090 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1100 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,500.00 | 1,500.000 | 10.000 | 10.000 | 0.01 | 0.10 | |||
| 1110 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 888.00 | 888.000 | 6.000 | 6.000 | 0.01 | 0.06 | |||
| 1120 | CLEAN TEMP SILT FENCE | 02709 | LF | 118,576.00 | 118,576.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1130 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 44.00 | 44.000 | 122.210 | 122.210 | 55.00 | 6,721.55 | |||
| 1140 | STAKING HART CO. | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 149,520.00 | 112,140.00 | |||
| 1150 | REMOVE STRUCTURE STA. 150+00 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 170,000.00 | 170,000.00 | |||
| 1160 | REMOVE STRUCTURE STA. 705+94 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 182,000.00 | 182,000.00 | |||
| 1170 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,815.60 | 5,446.80 | |||
| 1180 | RELOCATE CRASH CUSHION | 02898 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 2,400.00 | 19,200.00 | |||
| 1190 | MASONRY COATING | 02998 | SQYD | 25,482.00 | 25,482.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1200 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 27,551.00 | 27,551.000 | 23,560.000 | 23,560.000 | 50.89 | 1,198,968.40 | |||
| 1210 | TUBULAR MARKERS | 03225 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 1220 | BASE FAILURE REPAIR | 03240 | SQYD | 112.00 | 112.000 | 0.000 | 0.000 | 90.52 | 0.00 | |||
| 1230 | TREE AND BRUSH REMOVAL | 03270 | LF | 5,909.00 | 5,909.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 1240 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,515.00 | 21,515.000 | 57,050.000 | 57,050.000 | 1.05 | 59,902.50 | |||
| 1250 | TEMP MULCH | 05952 | SQYD | 1,345,755.00 | 1,345,755.000 | 171,950.440 | 171,950.440 | 0.14 | 24,073.06 | |||
| 1260 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 82,908.00 | 82,908.000 | 16,453.770 | 16,453.770 | 0.16 | 2,632.60 | |||
| 1270 | TOPDRESSING FERTILIZER | 05966 | TON | 14.90 | 14.900 | 2.000 | 9.600 | 11.600 | 680.00 | 1,360.00 | 7,888.00 | |
| 1280 | SEEDING AND PROTECTION | 05985 | SQYD | 276,364.00 | 276,364.000 | 349,761.200 | 349,761.200 | 0.30 | 104,928.36 | |||
| 1290 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 158,400.00 | 158,400.000 | 58,568.000 | 58,568.000 | 0.19 | 11,127.92 | |||
| 1300 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 280.00 | 280.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 1310 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 24.50 | 0.00 | |||
| 1320 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 38,946.00 | 38,946.000 | 35,239.000 | 35,239.000 | 0.15 | 5,285.85 | |||
| 1330 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 407,686.00 | 407,686.000 | 573,681.000 | 573,681.000 | 0.16 | 91,788.96 | |||
| 1340 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 13,145.00 | 13,145.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 1350 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 231.00 | 231.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1360 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 1370 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1380 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1390 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 7.50 | 187.50 | |||
| 1400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 194.00 | 194.000 | 97.000 | 97.000 | 11.95 | 1,159.15 | |||
| 1410 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 23,000.00 | 23,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1420 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 89.00 | 801.00 | |||
| 1430 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1440 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 4,108.00 | 4,108.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 1450 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 9,485.00 | 9,485.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 1460 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 1,175.00 | 1,175.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 1470 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 18.25 | 0.00 | |||
| 1480 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 948.00 | 948.000 | 1,132.000 | 1,132.000 | 18.25 | 20,659.00 | |||
| 1490 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,184.00 | 1,184.000 | 1,339.000 | 1,339.000 | 18.25 | 24,436.75 | |||
| 1500 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 876.00 | 876.000 | 876.000 | 876.000 | 4.28 | 3,749.28 | |||
| 1510 | CONCRETE-CLASS A | 08100 | CUYD | 22.15 | 22.150 | 7.910 | 7.910 | 925.00 | 7,316.75 | |||
| 1520 | STEEL REINFORCEMENT | 08150 | LB | 633.00 | 633.000 | 586.000 | 586.000 | 1.50 | 879.00 | |||
| 1530 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 5,500.00 | 55,000.00 | |||
| 1540 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 1550 | FUEL ADJUSTMENT | 10020NS | DOLL | 446,729.00 | 446,729.000 | -166,885.320 | -166,885.320 | 1.00 | -166,885.32 | |||
| 1560 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 610,478.00 | 610,478.000 | 63,898.380 | 63,898.380 | 1.00 | 63,898.38 | |||
| 1570 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 950.00 | 950.000 | 0.000 | 0.000 | 48.06 | 0.00 | |||
| 1580 | CONC MED BAR TY 12C2(50) | 20415ES508 | LF | 368.00 | 368.000 | 421.000 | 421.000 | 87.50 | 36,837.50 | |||
| 1590 | SAW CUT | 20430ED | LF | 62,006.00 | 62,006.000 | 0.000 | 0.000 | 0.99 | 0.00 | |||
| 1600 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1610 | CLEAN CULVERT STA. 12865+80 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1620 | CLEAN CULVERT STA. 12887+94 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1630 | CLEAN CULVERT STA. 12912+45 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1640 | CLEAN CULVERT STA. 2997+56.23 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1650 | CLEAN CULVERT STA. 3014+31.55 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1660 | CLEAN CULVERT STA. 3016+32.08 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1670 | CLEAN CULVERT STA. 3035+80.68 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1680 | CLEAN CULVERT STA. 3063+73.48 | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53.40 | 0.00 | |||
| 1690 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 85.44 | 2,904.96 | |||
| 1700 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 16,994.00 | 17,174.000 | 300.000 | 19,312.950 | 19,612.950 | 15.25 | 4,575.00 | 299,097.48 | |
| 1710 | CONCRETE WEDGE CURB | 22883EN | LF | 2,637.00 | 2,637.000 | 2,637.000 | 2,637.000 | 7.40 | 19,513.80 | |||
| 1720 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 198.00 | 198.000 | 198.000 | 198.000 | 314.08 | 62,187.84 | |||
| 1730 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,881.00 | 1,881.000 | 2,088.700 | 2,088.700 | 4.25 | 8,876.97 | |||
| 1740 | END ANCHORS | 23148EN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1750 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 118,021.00 | 118,021.000 | 47,805.000 | 47,805.000 | 0.44 | 21,034.20 | |||
| 1760 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 13,536.00 | 13,536.000 | 18,400.000 | 18,400.000 | 4.49 | 82,616.00 | |||
| 1770 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 360.00 | 360.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 1780 | PIPE REPAIR | 23956EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,602.00 | 0.00 | |||
| 1790 | CONC MED BARR BOX INLET TY 12A1-50(MOD) | 23975EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,600.00 | 25,800.00 | |||
| 1800 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 8,900.00 | 26,700.00 | |||
| 1810 | CONC MED BARR BOX INLET TY 12B1-50(MOD) | 23977EC | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 8,900.00 | 222,500.00 | |||
| 1820 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 8,900.00 | 213,600.00 | |||
| 1830 | DURABLE WATERBORNE MARKING-6 IN W | 24189ER | LF | 135,309.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1840 | DURABLE WATERBORNE MARKING-6 IN Y | 24190ER | LF | 57,510.00 | 0.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1850 | DURABLE WATERBORNE MARKING-12 IN W | 24191ER | LF | 3,132.00 | 0.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 1860 | REMOVE CABLE GUARDRAIL BARRIER SYSTEM | 24255EC | LF | 25,951.00 | 25,951.000 | 25,951.000 | 25,951.000 | 2.19 | 56,832.69 | |||
| 1870 | FLUSH SEDIMENT HART CO. | 24277EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 534.00 | 0.00 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8001 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -4,406.180 | -4,406.180 | 1.00 | -4,406.18 | |||
| 8002 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -4,000.000 | -4,000.000 | 1.00 | -4,000.00 | |||
| 8004 | SITE PREPARATION - MP 36 | 20257NC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 8005 | SITE PREPARATION - MP 55 | 20257NC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 8006 | CONDUIT-2 IN | 04795 | LF | 0.00 | 200.000 | 50.000 | 0.000 | 50.000 | 4.20 | 210.00 | 210.00 | |
| 8007 | PVC PIPE-2 IN | 03381 | LF | 0.00 | 1,790.000 | 1,680.000 | 0.000 | 1,680.000 | 1.05 | 1,764.00 | 1,764.00 | |
| 8008 | ELECTRICAL JUNCTION BOX TYPE A VMS | 20391NS835 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 840.00 | 0.00 | |||
| 8009 | ELECTRICAL JUNCTION BOX TYPE C VMS | 20392NS835 | EACH | 0.00 | 1.000 | 3.000 | 0.000 | 3.000 | 1,050.00 | 3,150.00 | 3,150.00 | |
| 8010 | TRENCHING AND BACKFILLING VMS | 04820 | LF | 0.00 | 1,790.000 | 850.000 | 0.000 | 850.000 | 5.25 | 4,462.50 | 4,462.50 | |
| 8011 | WIRE-NO. 4 VMS | 04835 | LF | 0.00 | 3,190.000 | 0.000 | 0.000 | 1.57 | 0.00 | |||
| 8012 | WIRE-NO. 2 VMS | 04836 | LF | 0.00 | 1,680.000 | 0.000 | 0.000 | 2.62 | 0.00 | |||
| 8013 | POLE 45 FT WOODEN VMS | 04873 | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,048.62 | 1,048.62 | 1,048.62 | |
| 8014 | CLASS A CONCRETE FOR SIGNS VMS | 06490 | CUYD | 0.00 | 79.400 | 79.400 | 79.400 | 546.00 | 43,352.40 | |||
| 8016 | OSS GALVANIZED STEEL 100 FT VMS | 21055ND | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 132,321.41 | 0.00 | |||
| 8017 | ROADWAY CROSS SECTION VMS | 20419ED | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 105.00 | 210.00 | |||
| 8018 | REMOVE AND RESET END TREATMENT VMS | 24096EC | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,575.00 | 1,575.00 | 1,575.00 | |
| 8019 | VIDEO SURVEILLANCE CONTROLLER VMS | 23941EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 8020 | TRAFFIC SIGNAL POLE BASE VMS | 23157EN | CUYD | 0.00 | 8.640 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 8021 | WEB CAMERA ASSEMBLY VMS | 22403NN | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 6,301.47 | 0.00 | |||
| 8022 | VARIABLE MESSAGE SIGN-DYNAMIC VMS | 21117ND | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 181,387.50 | 0.00 | |||
| 8023 | MODEL 334 ENCLOSURE VMS | 21065ND | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 8,925.00 | 0.00 | |||
| 8024 | MODEL 336 ENCLOSURE VMS | 21066ND | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 7,875.00 | 0.00 | |||
| 8025 | STEEL STRAIN POLE-40 FT VMS | 22409NN | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 15,225.00 | 0.00 | |||
| 8026 | SURGE DEVICE 120 VOLT VMS | 21069ND | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 787.50 | 0.00 | |||
| 8027 | DATA SURGE DEVICE VMS | 21071ND | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 787.50 | 0.00 | |||
| 8028 | FIBER TRANSCEIVER SIGN VMS | 21458ND | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 8029 | FIBER TERMINATION RACK VMS | 21076ND | EACH | 0.00 | 6.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 8030 | COMMUNICATION CABLE VMS | 23150NN | LF | 0.00 | 60.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 8031 | FIBER OPTIC CABLE VMS | 21077ED | LF | 0.00 | 1,900.000 | 0.000 | 0.000 | 2.62 | 0.00 | |||
| 8032 | TRANSFORMER 480/120 VMS | 21079ND | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,150.00 | 0.00 | |||
| 8033 | ELECTRICAL SERVICE VMS | 04899 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,575.00 | 0.00 | |||
| 8034 | RACK MOUNTED UPS VMS | 21489ND | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 2,625.00 | 0.00 | |||
| 8035 | ADVANCED GROUNDING SYSTEM VMS | 23944EC | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 3,675.00 | 0.00 | |||
| 8036 | CONC MEDIAN BARRIER TY 12C(50) VMS | 21430ES508 | LF | 0.00 | 214.000 | 179.750 | 179.750 | 259.21 | 46,592.99 | |||
| 8037 | REMOVE CONC MEDIAN BARRIER VMS | 21935EN | LF | 0.00 | 214.000 | 192.000 | 192.000 | 92.40 | 17,740.80 | |||
| 8038 | COST PLUS WORK CMBBI Elevation Change | 10080NSD | DOLL | 0.00 | 42,925.960 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8039 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 57,510.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 8040 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 135,309.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 8041 | STAKING KY 218 PROFILE | 02726 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 6,675.00 | 0.00 | |||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0002 BRIDGE 26875 | |||||||
| 1880 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 238.00 | 238.000 | 238.000 | 238.000 | 34.00 | 8,092.00 | |||
| 1890 | MASONRY COATING | 02998 | SQYD | 1,471.00 | 1,471.000 | 1,103.000 | 1,103.000 | 7.00 | 7,721.00 | |||
| 1900 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 42.00 | 3,150.00 | |||
| 1910 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 195.00 | 195.000 | 69.770 | 69.770 | 21.00 | 1,465.17 | |||
| 1920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 43.00 | 43.000 | 198.470 | 198.470 | 300.00 | 59,541.00 | |||
| 1930 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 228.00 | 228.000 | 205.530 | 205.530 | 22.00 | 4,521.66 | |||
| 1940 | TEST PILES | 08033 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 50.00 | 2,950.00 | |||
| 1950 | PILES-STEEL HP12X53 | 08046 | LF | 490.00 | 490.000 | 543.420 | 543.420 | 50.00 | 27,171.00 | |||
| 1960 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 104.00 | 2,288.00 | |||
| 1970 | CONCRETE-CLASS A | 08100 | CUYD | 215.70 | 215.700 | 215.700 | 215.700 | 300.00 | 64,710.00 | |||
| 1980 | CONCRETE-CLASS AA | 08104 | CUYD | 448.80 | 448.800 | 448.800 | 448.800 | 400.00 | 179,520.00 | |||
| 1990 | STEEL REINFORCEMENT | 08150 | LB | 27,827.00 | 27,827.000 | 27,827.000 | 27,827.000 | 0.78 | 21,705.06 | |||
| 2000 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 88,856.00 | 88,856.000 | 88,856.000 | 88,856.000 | 0.96 | 85,301.76 | |||
| 2010 | RAIL SYSTEM TYPE III | 21532ED | LF | 570.80 | 570.800 | 570.800 | 570.800 | 67.00 | 38,243.60 | |||
| 2020 | PC I-BEAM TY NH 66 61-HYBRID | 24383EC | LF | 1,408.30 | 1,408.300 | 1,408.300 | 1,408.300 | 297.50 | 418,969.25 | |||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0003 BRIDGE 26876 | |||||||
| 2030 | FLOWABLE FILL | 02220 | CUYD | 196.00 | 196.000 | 200.000 | 200.000 | 96.50 | 19,300.00 | |||
| 2040 | MASONRY COATING | 02998 | SQYD | 1,965.00 | 1,965.000 | 1,965.000 | 1,965.000 | 7.00 | 13,755.00 | |||
| 2050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 42.00 | 5,628.00 | |||
| 2060 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 655.00 | 655.000 | 161.120 | 161.120 | 21.00 | 3,383.52 | |||
| 2070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 27.00 | 27.000 | 322.170 | 322.170 | 300.00 | 96,651.00 | |||
| 2080 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 401.00 | 401.000 | 511.520 | 511.520 | 22.00 | 11,253.44 | |||
| 2090 | TEST PILES | 08033 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 50.00 | 1,500.00 | |||
| 2100 | PRE-DRILLING FOR PILES | 08039 | LF | 315.00 | 315.000 | 210.000 | 210.000 | 85.00 | 17,850.00 | |||
| 2110 | PILES-STEEL HP12X53 | 08046 | LF | 315.00 | 315.000 | 263.250 | 263.250 | 50.00 | 13,162.50 | |||
| 2120 | PILE POINTS-12 IN | 08094 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 104.00 | 2,184.00 | |||
| 2130 | CONCRETE-CLASS A | 08100 | CUYD | 467.00 | 467.000 | 447.670 | 447.670 | 300.00 | 134,301.00 | |||
| 2140 | CONCRETE-CLASS AA | 08104 | CUYD | 663.00 | 663.000 | 663.000 | 663.000 | 400.00 | 265,200.00 | |||
| 2150 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 56.00 | 56.000 | 56.000 | 56.000 | 12.00 | 672.00 | |||
| 2160 | MECHANICAL REINF COUPLER #7 | 08132 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 23.00 | 368.00 | |||
| 2170 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 48.00 | 48.000 | 48.000 | 48.000 | 63.00 | 3,024.00 | |||
| 2180 | STEEL REINFORCEMENT | 08150 | LB | 80,048.00 | 80,048.000 | 80,048.000 | 80,048.000 | 0.78 | 62,437.44 | |||
| 2190 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 192,278.00 | 192,278.000 | 192,278.000 | 192,278.000 | 0.96 | 184,586.88 | |||
| 2200 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,069.00 | 2,069.000 | 2,069.000 | 2,069.000 | 211.50 | 437,593.50 | |||
| 2210 | RAIL SYSTEM TYPE III | 21532ED | LF | 601.00 | 601.000 | 601.000 | 601.000 | 67.00 | 40,267.00 | |||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0004 LIGHTING | |||||||
| 2220 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 28,000.00 | 196,000.00 | |||
| 2230 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.900 | 0.900 | 14,500.00 | 13,050.00 | |||
| 2240 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 37.00 | 37.000 | 37.000 | 37.000 | 1,500.00 | 55,500.00 | |||
| 2250 | CONDUIT-3 IN | 04797 | LF | 2,273.00 | 2,273.000 | 1,970.000 | 1,970.000 | 9.00 | 17,730.00 | |||
| 2260 | MARKER | 04800 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2270 | TRENCHING AND BACKFILLING | 04820 | LF | 6,095.00 | 6,095.000 | 4,720.000 | 4,720.000 | 5.00 | 23,600.00 | |||
| 2280 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 300.00 | 300.000 | 280.000 | 280.000 | 4.00 | 1,120.00 | |||
| 2290 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 3,700.00 | 3,700.000 | 3,650.000 | 3,650.000 | 4.50 | 16,425.00 | |||
| 2300 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 3,930.00 | 3,930.000 | 3,619.000 | 3,619.000 | 5.00 | 18,095.00 | |||
| 2310 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 2,100.00 | 2,100.000 | 1,892.000 | 1,892.000 | 8.00 | 15,136.00 | |||
| 2320 | REMOVE LIGHTING HART CO. | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 2330 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 2340 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| 2350 | MAINTAIN LIGHTING HART CO. | 20410ED | LS | 1.00 | 1.000 | 0.900 | 0.900 | 15,202.00 | 13,681.80 | |||
| 2360 | BORE AND JACK CONDUIT | 21543EN | LF | 2,273.00 | 2,273.000 | 1,115.000 | 1,115.000 | 12.00 | 13,380.00 | |||
| 2370 | POLE BASE-HIGH MAST | 23161EN | CUYD | 72.00 | 72.000 | 61.000 | 61.000 | 275.00 | 16,775.00 | |||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0005 MOB AND DEMOB | |||||||
| 2380 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,674,813.32 | 1,674,813.32 | |||
| 2390 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 530,729.08 | 0.00 | |||
| Project | DE05000651242 | Fed/State Project Number | IM NH 0652(084) | Category | 0006 SIGNING | |||||||
| 2400 | REFERENCE MARKER | 04903 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2410 | BARRIER MOUNTING BRACKET | 04904 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2420 | GMSS GALV STEEL TYPE A | 06400 | LB | 15,562.00 | 15,562.000 | 14,163.680 | 14,163.680 | 2.60 | 36,825.56 | |||
| 2430 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,948.00 | 1,948.000 | 2,157.400 | 2,157.400 | 15.50 | 33,439.70 | |||
| 2440 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 503.00 | 503.000 | 2.000 | 2.000 | 10.50 | 21.00 | |||
| 2450 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 563.00 | 563.000 | 116.900 | 116.900 | 9.50 | 1,110.55 | |||
| 2460 | STEEL POST TYPE 1 | 06410 | LF | 1,004.00 | 1,004.000 | 115.000 | 115.000 | 8.00 | 920.00 | |||
| 2470 | STEEL POST TYPE 2 | 06411 | LF | 1,125.00 | 1,125.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2480 | STEEL POST MILE MARKERS | 06412 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 2490 | GMSS GALV STEEL TYPE C | 06441 | LB | 9,150.00 | 9,150.000 | 13,408.040 | 13,408.040 | 3.95 | 52,961.75 | |||
| 2500 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 25.00 | 25.000 | 15.000 | 15.000 | 175.00 | 2,625.00 | |||
| 2510 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 86.00 | 86.000 | 91.550 | 91.550 | 315.00 | 28,838.25 | |||
| 2520 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 2,216.00 | 2,216.000 | 3,324.000 | 3,324.000 | 2.00 | 6,648.00 | |||
| 2530 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 21.00 | 21.000 | 12.000 | 12.000 | 50.00 | 600.00 | |||
| 2540 | ROADWAY CROSS SECTION | 20419ND | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2550 | BARRIER WALL POST | 20912ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 2560 | REMOVE SIGN | 21373ND | EACH | 39.00 | 39.000 | 21.000 | 21.000 | 20.00 | 420.00 | |||
| 2570 | GMSS TYPE D | 21596ND | EACH | 33.00 | 33.000 | 11.000 | 11.000 | 250.00 | 2,750.00 | |||
| SUBTOT | $18,145.12 |
$36,933,907.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0730-1-0I |
FENCE, WOVEN | LF |
43,395.00 | 0002 | $2.065300 | $89,623.69 | ||||||
0730-2-0I |
FENCE, WOVEN | LF |
43,395.00 | 0002 | $0.288600 | $12,523.80 | ||||||
2020-1-0I |
I BEAM TYP 6 | LF |
1,408.30 | 0013 | $224.561000 | $316,249.25 | ||||||
2200-1-0I |
I BEAM, TYPE 4 | LF |
871.00 | 0013 | $147.022000 | $128,056.16 | ||||||
2200-1-1I |
I BEAM, TYPE 4 | LF |
871.00 | 0015 | $147.022000 | $128,056.16 | ||||||
2220-1-0I |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0025 | $12719.992430 | $89,039.95 | ||||||
0770-1-0I |
GUARDRAIL END TR 1 | EACH |
10.00 | 0026 | $1463.000000 | $14,630.00 | ||||||
1700-1-0I |
GDRAIL GALV AW .109 | LF |
16,994.00 | 0026 | $10.345500 | $175,811.43 | ||||||
2220-2-0I |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0026 | $6010.495290 | $42,073.47 | ||||||
2240-1-0I |
TRAFFIC INCIDENTAL | EACH |
37.00 | 0026 | $730.347160 | $27,022.84 | ||||||
2430-1-0I |
PERMANENT SIGN | SQFT |
1,948.00 | 0038 | $11.625000 | $22,645.50 | ||||||
2200-1-0A |
I BEAM, TYPE 4 | LF |
871.00 | 0013 | $147.022000 | $-128,056.16 | ||||||
2020-1-0A |
I BEAM TYP 6 | LF |
672.90 | 0020 | $224.561000 | $-151,107.09 | ||||||
2020-1-0A |
I BEAM TYP 6 | LF |
735.40 | 0021 | $224.561000 | $-165,142.16 | ||||||
2200-1-1A |
I BEAM, TYPE 4 | LF |
871.00 | 0025 | $147.022000 | $-128,056.16 | ||||||
0770-1-0A |
GUARDRAIL END TR 1 | EACH |
3.00 | 0029 | $1463.000000 | $-4,389.00 | ||||||
2220-2-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0029 | $6010.495290 | $-36,062.97 | ||||||
2220-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0029 | $12719.992430 | $-76,319.96 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
5,434.00 | 0030 | $2.065300 | $-11,222.84 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
5,434.00 | 0030 | $0.288600 | $-1,568.25 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
1,378.00 | 0031 | $0.288600 | $-397.69 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
1,378.00 | 0031 | $2.065300 | $-2,845.98 | ||||||
2240-1-0A |
TRAFFIC INCIDENTAL | EACH |
33.00 | 0031 | $730.347160 | $-24,101.45 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
8,424.00 | 0032 | $2.065300 | $-17,398.09 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
8,424.00 | 0032 | $0.288600 | $-2,431.17 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
5,281.00 | 0033 | $0.288600 | $-1,524.10 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
5,281.00 | 0033 | $2.065300 | $-10,906.85 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
6,724.00 | 0034 | $0.288600 | $-1,940.55 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
6,724.00 | 0034 | $2.065300 | $-13,887.08 | ||||||
0770-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0034 | $1463.000000 | $-1,463.00 | ||||||
0770-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0035 | $1463.000000 | $-1,463.00 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
4,414.00 | 0036 | $0.288600 | $-1,273.88 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
4,414.00 | 0036 | $2.065300 | $-9,116.23 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
2,853.00 | 0037 | $0.288600 | $-823.38 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
2,853.00 | 0037 | $2.065300 | $-5,892.30 | ||||||
0770-1-0A |
GUARDRAIL END TR 1 | EACH |
4.00 | 0037 | $1463.000000 | $-5,852.00 | ||||||
2220-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0037 | $6010.495290 | $-6,010.50 | ||||||
2220-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0037 | $12719.992430 | $-12,719.99 | ||||||
0770-1-0A |
GUARDRAIL END TR 1 | EACH |
1.00 | 0038 | $1463.000000 | $-1,463.00 | ||||||
2430-1-0A |
PERMANENT SIGN | SQFT |
212.00 | 0038 | $11.625000 | $-2,464.50 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
4,400.00 | 0040 | $0.288600 | $-1,269.84 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
4,400.00 | 0040 | $2.065300 | $-9,087.32 | ||||||
0730-2-0A |
FENCE, WOVEN | LF |
4,487.00 | 0043 | $0.288600 | $-1,294.95 | ||||||
0730-1-0A |
FENCE, WOVEN | LF |
4,487.00 | 0043 | $2.065300 | $-9,267.00 | ||||||
1700-1-0A |
GDRAIL GALV AW .109 | LF |
7,110.50 | 0044 | $10.345500 | $-73,561.68 | ||||||
1700-1-0A |
GDRAIL GALV AW .109 | LF |
352.45 | 0045 | $10.345500 | $-3,646.27 | ||||||
2430-1-0A |
PERMANENT SIGN | SQFT |
723.90 | 0046 | $11.625000 | $-8,415.34 | ||||||
2430-1-0A |
PERMANENT SIGN | SQFT |
68.30 | 0047 | $11.625000 | $-793.99 | ||||||
1700-1-0A |
GDRAIL GALV AW .109 | LF |
8,725.00 | 0048 | $10.345500 | $-90,264.49 | ||||||
2430-1-0A |
PERMANENT SIGN | SQFT |
104.00 | 0048 | $11.625000 | $-1,209.00 | ||||||
1700-1-0A |
GDRAIL GALV AW .109 | LF |
806.05 | 0049 | $10.345500 | $-8,338.99 | ||||||
2240-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0049 | $730.347160 | $-2,921.39 | ||||||
| SUBTOT | $9,762.66 |
|||||||||||