|
Report_Id: 131008 Est NO 0022 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 131008 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05360) Teague, Jeffery L. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 1 VC Code VC0000108043 | |||||
| 1801 PAYNE STREET | |||||||
| LOUISVILLE , KY , 40206 | |||||||
| Pay Period | 05/16/2014 TO 05/29/2014 | ||||||
| Date Approved | 06/09/2014 | ||||||
| Primary Proj Number | DE10600641308 | ||||||
| Project No. | NH 0642(184) | ||||||
| Primary County | SHELBY | ||||||
| Name of Road | SIMPSONVILLE-BUCK CREEK ROAD (I-64) | ||||||
| Description | SIMPSONVILLE-BUCK CREEK ROAD (I-64) | ||||||
| Date Let | 02/22/2013 | Formal Acceptance | |||||
| Date Awarded | 03/01/2013 | Date Work Began | 04/15/2013 | ||||
| Date Contract Executed | 04/12/2013 | Open To Traffic | |||||
| Date NTP Issued | 04/12/2013 | Actual Completion Date | 08/22/2014 | ||||
| Current Contract Amount | $3,314,958.93 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,973,500.00 |
Total Earnings | $2,983,189.27 |
$2,815,841.87 |
$167,347.40 |
|
| Percent Complete | 90.31 |
Stockpiled Materials | $10,488.25 |
$90,185.67 |
$-79,697.42 |
|
| Funds Available | $321,281.41 |
Gross Earnings | $2,993,677.52 |
$2,906,027.54 |
$87,649.98 |
|
| Total Change Orders | $341,458.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,993,677.52 |
$2,906,027.54 |
$87,649.98 |
|||
| Contract Id | 131008 | Change Order Summary |
County | SHELBY | ||||||
| Estimate Nbr | 0022 | Project Number | NH 0642(184) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 05/16/2014 TO 05/29/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Widening of KY 1399 curve | Approved | 05/13/2014 | $50,748.00 | 19.0 | |||||
| 002 | Drainage Issues, Guardrail, Approach Slab Removal | Approved | 07/30/2014 | $31,815.38 | 23.0 | |||||
| 003 | Asphalt Base, Thermo, & Stolen Median Lighting Wire | Approved | 11/18/2014 | $258,895.55 | 94.0 | |||||
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 | 131008 | COMMONWEALTH OF KENTUCKY |
County | SHELBY | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE10600641308 | ||||||
| Estimate Nbr | 0022 | Period | 05/16/2014 TO 05/29/2014 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | ||||||||
| 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 | |
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0001 ROADWAY | |||||||
| 0010 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 586.00 | 586.000 | 586.450 | 586.450 | 85.00 | 49,848.25 | |||
| 0020 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 235.00 | 235.000 | 235.000 | 235.000 | 65.00 | 15,275.00 | |||
| 0030 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0040 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0050 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 90.00 | 540.00 | |||
| 0060 | REMOVE PAVEMENT | 02091 | SQYD | 167.00 | 167.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0070 | GRANULAR EMBANKMENT | 02223 | CUYD | 14,479.00 | 15,783.610 | 15,783.610 | 15,783.610 | 22.00 | 347,239.42 | |||
| 0080 | EMBANKMENT IN PLACE | 02230 | CUYD | 29,326.00 | 29,326.000 | 28,837.000 | 28,837.000 | 7.50 | 216,277.50 | |||
| 0090 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,435.00 | 1,435.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0100 | REMOVE FENCE | 02265 | LF | 814.00 | 814.000 | 814.000 | 814.000 | 2.20 | 1,790.80 | |||
| 0110 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,887.50 | 3,050.000 | 3,251.250 | 3,251.250 | 15.95 | 51,857.43 | |||
| 0120 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 6.000 | 5.000 | 5.000 | 38.50 | 192.50 | |||
| 0130 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,400.00 | 4,800.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0150 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 2.00 | 3.000 | 2.000 | 2.000 | 685.00 | 1,370.00 | |||
| 0160 | REMOVE GUARDRAIL | 02381 | LF | 1,992.50 | 3,362.500 | 3,362.500 | 3,362.500 | 1.50 | 5,043.75 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS II | 02483 | TON | 2,248.00 | 2,248.000 | 2,361.310 | 2,361.310 | 23.00 | 54,310.13 | |||
| 0200 | CHANNEL LINING CLASS III | 02484 | TON | 1,018.00 | 1,018.000 | 867.720 | 867.720 | 27.00 | 23,428.44 | |||
| 0210 | CLEARING AND GRUBBING 10.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0220 | TEMPORARY SIGNS | 02562 | SQFT | 330.00 | 330.000 | 447.000 | 447.000 | 3.00 | 1,341.00 | |||
| 0230 | EDGE KEY | 02585 | LF | 178.00 | 178.000 | 178.000 | 178.000 | 10.00 | 1,780.00 | |||
| 0240 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 32,294.00 | 44,260.490 | 44,260.490 | 44,260.490 | 1.00 | 44,260.49 | |||
| 0250 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.600 | 0.600 | 50,000.00 | 30,000.00 | |||
| 0260 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0270 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0280 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0290 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 60.00 | 60.000 | 60.280 | 60.280 | 70.00 | 4,219.60 | |||
| 0300 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 11,483.00 | 11,483.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 25,000.00 | 22,500.00 | |||
| 0320 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0330 | EROSION CONTROL BLANKET (ADDED: 2-5-13) | 05950 | SQYD | 16,120.00 | 16,120.000 | 12,638.600 | 12,638.600 | 1.05 | 13,270.53 | |||
| 0340 | TOPDRESSING FERTILIZER | 05966 | TON | 2.60 | 2.600 | 2.200 | 2.200 | 825.00 | 1,815.00 | |||
| 0350 | SEEDING AND PROTECTION | 05985 | SQYD | 50,443.00 | 50,443.000 | 17,495.580 | 17,495.580 | 0.32 | 5,598.58 | |||
| 0360 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0370 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0380 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 29,200.00 | 29,200.000 | 18,722.000 | 18,722.000 | 0.15 | 2,808.30 | |||
| 0390 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 3,580.00 | 3,580.000 | 7,296.000 | 7,296.000 | 0.18 | 1,313.28 | |||
| 0400 | PAVE STRIPING-PERM PAINT-4 IN (REVISED: 2-5-13) | 06514 | LF | 16,305.00 | 16,305.000 | 6,838.000 | 6,838.000 | 0.15 | 1,025.70 | |||
| 0410 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 9,030.00 | 9,030.000 | 5,376.000 | 5,376.000 | 0.18 | 967.68 | |||
| 0420 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0430 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,040.00 | 1,040.000 | 1,040.000 | 1,040.000 | 2.05 | 2,132.00 | |||
| 0440 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,040.00 | 1,040.000 | 1,040.000 | 1,040.000 | 2.05 | 2,132.00 | |||
| 0450 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 372.00 | 372.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0460 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 17,448.00 | 17,448.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0470 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 435.00 | 435.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0480 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 99.00 | 0.00 | |||
| 0490 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0500 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0510 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 295.00 | 0.00 | |||
| 0520 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0530 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 70.00 | 70.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0540 | FUEL ADJUSTMENT (REVISED: 2-5-13) | 10020NS | DOLL | 18,593.00 | 18,593.000 | -8,566.380 | -8,566.380 | 1.00 | -8,566.38 | |||
| 0550 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 30,339.00 | 30,339.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0560 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 4,315.00 | 4,315.000 | 1,945.000 | 1,945.000 | 1.00 | 1,945.00 | |||
| 0570 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 30.00 | 30.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0580 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0590 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.800 | 0.800 | 16,500.00 | 13,200.00 | |||
| 0600 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0610 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 23,880.00 | 0.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 8020 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 8021 | ASPHALT WEDGE CURB | 01897 | LF | 0.00 | 115.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8022 | REMOVE PCC PAVEMENT Bridge Approach | 02058 | SQYD | 0.00 | 85.000 | 0.000 | 0.000 | 147.00 | 0.00 | |||
| 8025 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 0.00 | 162.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0002 PAVING | |||||||
| 0620 | DGA BASE | 00001 | TON | 12,181.00 | 16,418.980 | 16,418.980 | 16,418.980 | 15.00 | 246,284.70 | |||
| 0630 | ASPHALT SEAL AGGREGATE | 00100 | TON | 83.10 | 83.100 | 3.640 | 111.490 | 115.130 | 75.00 | 273.00 | 8,634.75 | |
| 0640 | ASPHALT SEAL COAT | 00103 | TON | 10.00 | 10.000 | 0.390 | 12.680 | 13.070 | 800.00 | 312.00 | 10,456.00 | |
| 0650 | LEVELING & WEDGING PG64-22 | 00190 | TON | 913.00 | 913.000 | 410.090 | 410.090 | 65.00 | 26,655.85 | |||
| 0660 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 8,155.00 | 8,155.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0670 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 4,969.00 | 7,702.170 | 15,857.170 | 15,857.170 | 55.50 | 880,072.93 | |||
| 0680 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 1,753.00 | 1,753.000 | 1,945.780 | 1,945.780 | 68.00 | 132,313.04 | |||
| 0690 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 1,065.00 | 1,065.000 | 1,221.900 | 1,221.900 | 80.00 | 97,752.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0003 SIGNING | |||||||
| 0700 | GMSS GALV STEEL TYPE A | 06400 | LB | 743.00 | 743.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0710 | SBM ALUM SHEET SIGNS .080 IN (REVISED: 2-5-13) | 06406 | SQFT | 260.00 | 260.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0720 | SBM ALUM SHEET SIGNS .125 IN (REVISED: 2-5-13) | 06407 | SQFT | 428.00 | 428.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0730 | STEEL POST TYPE 1 (REVISED: 2-5-13) | 06410 | LF | 1,071.00 | 1,071.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0740 | STEEL POST MILE MARKERS (REVISED: 2-5-13) | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0750 | GMSS GALV STEEL TYPE C (REVISED: 2-5-13) | 06441 | LB | 686.00 | 686.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0760 | CLASS A CONCRETE FOR SIGNS (REVISED: 2-5-13) | 06490 | CUYD | 4.90 | 4.900 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0770 | STEEL REINFORCEMENT FOR SIGNS (REVISED: 2-5-13) | 06491 | LB | 228.00 | 228.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 0780 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0790 | ROADWAY CROSS SECTION (REVISED: 2-5-13) | 20419ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0800 | GMSS TYPE D (REVISED: 2-5-13) | 21596ND | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0004 LIGHTING | |||||||
| 0810 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 3.00 | 3.000 | 3.000 | 0.000 | 3.000 | 29,000.00 | 87,000.00 | 87,000.00 | |
| 0820 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 16.00 | 16.000 | 16.000 | 0.000 | 16.000 | 1,200.00 | 19,200.00 | 19,200.00 | |
| 0830 | CONDUIT-3 IN | 04797 | LF | 530.00 | 530.000 | 517.000 | 517.000 | 24.00 | 12,408.00 | |||
| 0840 | MARKER | 04800 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0850 | TRENCHING AND BACKFILLING | 04820 | LF | 1,795.00 | 1,795.000 | 5.000 | 5.000 | 5.00 | 25.00 | |||
| 0860 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 630.00 | 630.000 | 610.000 | 0.000 | 610.000 | 4.00 | 2,440.00 | 2,440.00 | |
| 0870 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 1,600.00 | 1,600.000 | 1,539.000 | 0.000 | 1,539.000 | 5.00 | 7,695.00 | 7,695.00 | |
| 0880 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0890 | REMOVE LIGHTING (ADDED: 2-5-13) | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0900 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0910 | BORE AND JACK CONDUIT | 21543EN | LF | 530.00 | 530.000 | 505.000 | 505.000 | 10.00 | 5,050.00 | |||
| 0920 | POLE BASE-HIGH MAST | 23161EN | CUYD | 31.00 | 31.000 | 31.000 | 31.000 | 330.00 | 10,230.00 | |||
| 8026 | WIRE-NO. 6 | 04834 | LF | 0.00 | 15,000.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0005 SIGNALIZATION | |||||||
| 0930 | CONDUIT-1 IN | 04792 | LF | 175.00 | 175.000 | 65.000 | 65.000 | 6.00 | 390.00 | |||
| 0940 | CONDUIT-1 1/4 IN | 04793 | LF | 1,265.00 | 1,265.000 | 1,076.010 | 1,076.010 | 7.00 | 7,532.07 | |||
| 0950 | CONDUIT-2 IN | 04795 | LF | 615.00 | 615.000 | 447.000 | 447.000 | 10.00 | 4,470.00 | |||
| 0960 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 17.00 | 17.000 | 13.000 | 13.000 | 300.00 | 3,900.00 | |||
| 0970 | TRENCHING AND BACKFILLING | 04820 | LF | 1,685.00 | 1,685.000 | 1,179.500 | 1,179.500 | 5.00 | 5,897.50 | |||
| 0980 | LOOP WIRE | 04830 | LF | 9,203.00 | 9,203.000 | 8,386.000 | 8,386.000 | 4.00 | 33,544.00 | |||
| 0990 | CABLE-NO. 14/5C | 04844 | LF | 4,450.00 | 4,450.000 | 3,596.000 | 3,596.000 | 1.25 | 4,495.00 | |||
| 1000 | CABLE-NO. 14/1 PAIR | 04850 | LF | 10,255.00 | 10,255.000 | 7,290.000 | 7,290.000 | 1.25 | 9,112.50 | |||
| 1010 | MESSENGER-10800 LB | 04885 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1020 | MESSENGER-15400 LB | 04886 | LF | 975.00 | 975.000 | 1,328.000 | 1,328.000 | 5.00 | 6,640.00 | |||
| 1030 | LOOP SAW SLOT AND FILL | 04895 | LF | 3,400.00 | 3,400.000 | 3,186.000 | 3,186.000 | 1.25 | 3,982.50 | |||
| 1040 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 1050 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 3,500.00 | 38,500.00 | |||
| 1060 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 32.00 | 32.000 | 29.000 | 29.000 | 250.00 | 7,250.00 | |||
| 1070 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 1080 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 56.00 | 56.000 | 56.000 | 56.000 | 300.00 | 16,800.00 | |||
| 1090 | INSTALL ANTENNA | 23982EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0006 MOB AND DEMOB | |||||||
| 1100 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 135,000.00 | 135,000.00 | |||
| 1110 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 41,909.81 | 0.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0007 DRAINAGE | |||||||
| 1120 | CULVERT PIPE-18 IN | 00462 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 75.00 | 1,950.00 | |||
| 1130 | CULVERT PIPE-24 IN | 00464 | LF | 451.00 | 451.000 | 453.000 | 453.000 | 55.00 | 24,915.00 | |||
| 1140 | CULVERT PIPE-36 IN | 00468 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 125.00 | 2,500.00 | |||
| 1150 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 1160 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 1170 | REMOVE PIPE | 01310 | LF | 16.00 | 16.000 | 16.000 | 16.000 | 50.00 | 800.00 | |||
| 1180 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,250.00 | 6,750.00 | |||
| 1190 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,150.00 | 2,150.00 | |||
| 1200 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,350.00 | 9,400.00 | |||
| 1210 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 1220 | JUNCTION BOX-24 IN | 01643 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,750.00 | 3,500.00 | |||
| 1230 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1240 | REMOVE HEADWALL | 02625 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 8018 | DROP BOX INLET TYPE 3 | 01496 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 4,250.00 | 0.00 | |||
| 8019 | SLOPED BOX OUTLET TYPE 1-15 IN Driveway Entrance Headwalls | 01432 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 8023 | CULVERT PIPE-15 INCH Driveway Entrance Pipe | 00461 | LF | 0.00 | 34.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE10600641308 | Fed/State Project Number | NH 0642(184) | Category | 0008 NON-PARTICIPATING | |||||||
| 8001 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 48.000 | 55.000 | 0.000 | 55.000 | 45.00 | 2,475.00 | 2,475.00 | |
| 8002 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 0.00 | 11.000 | 11.000 | 0.000 | 11.000 | 370.00 | 4,070.00 | 4,070.00 | |
| 8003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 36.000 | 39.970 | 0.000 | 39.970 | 240.00 | 9,592.80 | 9,592.80 | |
| 8004 | REMOVE CURB AND GUTTER | 01812 | LF | 0.00 | 110.000 | 107.000 | 0.000 | 107.000 | 15.00 | 1,605.00 | 1,605.00 | |
| 8005 | LIP CURB AND GUTTER | 01820 | LF | 0.00 | 98.000 | 107.000 | 0.000 | 107.000 | 30.00 | 3,210.00 | 3,210.00 | |
| 8006 | TEMPORARY DITCH | 02159 | LF | 0.00 | 135.000 | 105.000 | 0.000 | 105.000 | 6.00 | 630.00 | 630.00 | |
| 8007 | ROADWAY EXCAVATION | 02200 | CUYD | 0.00 | 104.000 | 100.000 | 0.000 | 100.000 | 95.00 | 9,500.00 | 9,500.00 | |
| 8008 | EDGE KEY | 02585 | LF | 0.00 | 20.000 | 15.000 | 0.000 | 15.000 | 50.00 | 750.00 | 750.00 | |
| 8009 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,500.00 | 7,500.00 | 7,500.00 | |
| 8010 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 19.000 | 11.550 | 0.000 | 11.550 | 150.00 | 1,732.50 | 1,732.50 | |
| 8011 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 8012 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
| 8013 | EROSION CONTROL BLANKET | 05950 | SQYD | 0.00 | 13.000 | 77.780 | 0.000 | 77.780 | 5.00 | 388.90 | 388.90 | |
| 8014 | SEEDING AND PROTECTION | 05985 | SQYD | 0.00 | 150.000 | 341.890 | 0.000 | 341.890 | 0.50 | 170.94 | 170.94 | |
| 8015 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 112.000 | 125.000 | 0.000 | 125.000 | 0.25 | 31.25 | 31.25 | |
| 8016 | SAWCUT PAVEMENT | 20550ND | LF | 0.00 | 110.000 | 7.000 | 0.000 | 7.000 | 3.00 | 21.00 | 21.00 | |
| 8017 | EROSION CONTROL | 21415ND | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,250.00 | 3,250.00 | 3,250.00 | |
| SUBTOT | $167,347.39 |
$2,983,189.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0810-1-0I |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0008 | $20283.100000 | $60,849.30 | ||||||
0820-1-0I |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0008 | $892.520000 | $14,280.32 | ||||||
0830-1-0I |
PVC CONDUIT | FT |
530.00 | 0008 | $6.886900 | $3,650.05 | ||||||
0860-1-0I |
DUCTED CABLE | FT |
630.00 | 0008 | $1.738400 | $1,095.19 | ||||||
0870-1-0I |
DUCTED CABLE | FT |
1,600.00 | 0008 | $2.279000 | $3,646.40 | ||||||
0880-1-0I |
DUCTED CABLE | FT |
1,500.00 | 0008 | $3.233000 | $4,849.50 | ||||||
0900-1-0I |
MISC PRECAST | EACH |
6.00 | 0008 | $253.290000 | $1,519.72 | ||||||
0930-1-0I |
PVC CONDUIT | FT |
175.00 | 0008 | $1.663100 | $291.04 | ||||||
0940-1-0I |
R S CONDUIT | FT |
1,265.00 | 0008 | $2.319600 | $2,934.29 | ||||||
0950-1-0I |
R S CONDUIT | FT |
615.00 | 0008 | $3.295200 | $2,026.54 | ||||||
0960-1-0I |
MISC PRECAST | EACH |
17.00 | 0008 | $128.550000 | $2,185.29 | ||||||
0980-1-0I |
WIRE, ELECTRICAL | FT |
9,203.00 | 0008 | $0.110900 | $1,020.20 | ||||||
0990-1-0I |
WIRE, ELECTRICAL | FT |
4,450.00 | 0008 | $0.483600 | $2,151.90 | ||||||
1000-1-0I |
WIRE, ELECTRICAL | FT |
10,255.00 | 0008 | $0.504800 | $5,176.72 | ||||||
1010-1-0I |
WIRE, ELECTRICAL | FT |
430.00 | 0008 | $0.386900 | $166.36 | ||||||
1020-1-0I |
WIRE, ELECTRICAL | FT |
975.00 | 0008 | $0.386900 | $377.22 | ||||||
0830-1-0A |
PVC CONDUIT | FT |
505.00 | 0013 | $6.886900 | $-3,477.88 | ||||||
0830-1-0A |
PVC CONDUIT | FT |
12.00 | 0014 | $6.886900 | $-82.64 | ||||||
0930-1-0A |
PVC CONDUIT | FT |
65.00 | 0014 | $1.663100 | $-108.10 | ||||||
0940-1-0A |
R S CONDUIT | FT |
156.84 | 0014 | $2.319600 | $-363.81 | ||||||
0950-1-0A |
R S CONDUIT | FT |
411.00 | 0014 | $3.295200 | $-1,354.32 | ||||||
0960-1-0A |
MISC PRECAST | EACH |
4.00 | 0014 | $128.550000 | $-514.19 | ||||||
0980-1-0A |
WIRE, ELECTRICAL | FT |
3,728.00 | 0014 | $0.110900 | $-413.27 | ||||||
0940-1-0A |
R S CONDUIT | FT |
30.00 | 0015 | $2.319600 | $-69.59 | ||||||
0950-1-0A |
R S CONDUIT | FT |
36.00 | 0015 | $3.295200 | $-118.63 | ||||||
0960-1-0A |
MISC PRECAST | EACH |
3.00 | 0015 | $128.550000 | $-385.64 | ||||||
0980-1-0A |
WIRE, ELECTRICAL | FT |
2,680.00 | 0015 | $0.110900 | $-297.09 | ||||||
0940-1-0A |
R S CONDUIT | FT |
14.50 | 0017 | $2.319600 | $-33.63 | ||||||
0980-1-0A |
WIRE, ELECTRICAL | FT |
560.00 | 0017 | $0.110900 | $-62.08 | ||||||
0990-1-0A |
WIRE, ELECTRICAL | FT |
3,596.00 | 0017 | $0.483600 | $-1,738.93 | ||||||
1000-1-0A |
WIRE, ELECTRICAL | FT |
7,290.00 | 0017 | $0.504800 | $-3,679.99 | ||||||
1020-1-0A |
WIRE, ELECTRICAL | FT |
975.00 | 0017 | $0.386900 | $-377.22 | ||||||
0940-1-0A |
R S CONDUIT | FT |
863.17 | 0018 | $2.319600 | $-2,002.21 | ||||||
0960-1-0A |
MISC PRECAST | EACH |
6.00 | 0018 | $128.550000 | $-771.28 | ||||||
0980-1-0A |
WIRE, ELECTRICAL | FT |
1,134.00 | 0018 | $0.110900 | $-125.71 | ||||||
0940-1-0A |
R S CONDUIT | FT |
11.50 | 0019 | $2.319600 | $-26.68 | ||||||
0980-1-0A |
WIRE, ELECTRICAL | FT |
284.00 | 0019 | $0.110900 | $-31.48 | ||||||
0810-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0022 | $20283.100000 | -60,849.30 | $-60,849.30 | |||||
0820-1-0A |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0022 | $892.520000 | -14,280.32 | $-14,280.32 | |||||
0860-1-0A |
DUCTED CABLE | FT |
610.00 | 0022 | $1.738400 | -1,060.42 | $-1,060.42 | |||||
0870-1-0A |
DUCTED CABLE | FT |
1,539.00 | 0022 | $2.279000 | -3,507.38 | $-3,507.38 | |||||
| SUBTOT | $10,488.25 |
|||||||||||