|
Report_Id: 141218 Est NO 0004 |
Date:09/15/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141218 | Estimate Number | 0004 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08320) Dick, Jeffrey D. P.E. | ||||||
| Contractor | WEDDLE ENTERPRISES INC | ADDR SN 0 VC Code VC0000094833 | |||||
| 25 SHANES LANE | |||||||
| SOMERSET , KY , 42501 | |||||||
| Pay Period | 08/23/2014 TO 09/05/2014 | ||||||
| Date Approved | 09/15/2014 | ||||||
| Primary Proj Number | DE10401271418 | ||||||
| Project No. | FD04 SPP 104 0127 017-018 | ||||||
| Primary County | RUSSELL | ||||||
| Name of Road | CUMBERLAND PARKWAY (9008) AND US 127 INTERCHANGE | ||||||
| Description | CUMBERLAND PARKWAY (9008) AND US 127 INTERCHANGE | ||||||
| Date Let | 04/25/2014 | Formal Acceptance | |||||
| Date Awarded | 05/08/2014 | Date Work Began | 07/14/2014 | ||||
| Date Contract Executed | 06/05/2014 | Open To Traffic | |||||
| Date NTP Issued | 06/05/2014 | Actual Completion Date | |||||
| Current Contract Amount | $6,496,439.70 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,496,439.70 |
Total Earnings | $1,077,668.03 |
$942,822.52 |
$134,845.51 |
|
| Percent Complete | 16.59 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $5,418,771.67 |
Gross Earnings | $1,077,668.03 |
$942,822.52 |
$134,845.51 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,077,668.03 |
$942,822.52 |
$134,845.51 |
|||
| Contract Id | 141218 | Change Order Summary |
County | RUSSELL | ||||||
| Estimate Nbr | 0004 | Project Number | FD04 SPP 104 0127 017-018 | |||||||
| Contractor | WEDDLE ENTERPRISES INC | Period | 08/23/2014 TO 09/05/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 141218 | COMMONWEALTH OF KENTUCKY |
County | RUSSELL | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE10401271418 | ||||||
| Estimate Nbr | 0004 | Period | 08/23/2014 TO 09/05/2014 | |||||||
| Contractor | WEDDLE ENTERPRISES INC | |||||||||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | 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 | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0001 PAVING | |||||||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 21,722.00 | 21,722.000 | 722.950 | 722.950 | 17.50 | 12,651.62 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 211.00 | 211.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 965.00 | 0.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 363.00 | 363.000 | 89.930 | 89.930 | 89.90 | 8,084.70 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,426.00 | 15,426.000 | 1,325.360 | 1,325.360 | 77.50 | 102,715.40 | |||
| 0060 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 3,895.00 | 3,895.000 | 0.000 | 0.000 | 94.10 | 0.00 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,163.00 | 0.00 | |||
| 0080 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 678.00 | 678.000 | 0.000 | 0.000 | 26.27 | 0.00 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0002 ROADWAY | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8,512.00 | 8,512.000 | 690.020 | 3,635.850 | 4,325.870 | 16.63 | 11,475.03 | 71,939.21 | |
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 1,594.00 | 1,594.000 | 0.000 | 0.000 | 9.89 | 0.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 282.00 | 282.000 | 0.000 | 0.000 | 14.13 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 923.63 | 0.00 | |||
| 0130 | REMOVE PIPE | 01310 | LF | 690.00 | 690.000 | 0.000 | 0.000 | 10.97 | 0.00 | |||
| 0140 | ISLAND CURB AND GUTTER | 01825 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.39 | 0.00 | |||
| 0150 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 2,412.00 | 2,412.000 | 0.000 | 0.000 | 68.50 | 0.00 | |||
| 0160 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0190 | REMOVE PAVEMENT | 02091 | SQYD | 5,912.00 | 5,912.000 | 0.000 | 0.000 | 2.89 | 0.00 | |||
| 0200 | ROADWAY EXCAVATION | 02200 | CUYD | 185,858.00 | 185,858.000 | 9,188.000 | 41,300.000 | 50,488.000 | 7.11 | 65,326.68 | 358,969.68 | |
| 0210 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,621.00 | 4,621.000 | 0.000 | 0.000 | 4.12 | 0.00 | |||
| 0220 | REMOVE FENCE | 02265 | LF | 5,500.00 | 5,500.000 | 1,605.000 | 1,605.000 | 1.13 | 1,813.65 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,725.00 | 5,725.000 | 0.000 | 0.000 | 15.45 | 0.00 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,060.00 | 0.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,905.50 | 0.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 669.50 | 0.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 7,422.00 | 7,422.000 | 0.000 | 0.000 | 1.03 | 0.00 | |||
| 0280 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 66.95 | 0.00 | |||
| 0290 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 61.80 | 0.00 | |||
| 0300 | CHANNEL LINING CLASS II | 02483 | TON | 2,269.00 | 2,269.000 | 548.630 | 548.630 | 19.58 | 10,742.17 | |||
| 0310 | CHANNEL LINING CLASS III | 02484 | TON | 2,183.00 | 2,183.000 | 51.750 | 26.480 | 78.230 | 20.17 | 1,043.79 | 1,577.89 | |
| 0320 | CLEARING AND GRUBBING (APPROXIMATELY 18 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 53,985.57 | 26,992.78 | |||
| 0330 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 946.000 | 946.000 | 5.15 | 4,871.90 | |||
| 0340 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 85,800.00 | 85,800.000 | 7,168.000 | 1,150.000 | 8,318.000 | 0.88 | 6,307.84 | 7,319.84 | |
| 0350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,426.00 | 2,426.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 60,000.00 | 12,000.00 | |||
| 0370 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #1) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,990.85 | 0.00 | |||
| 0380 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #2) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,699.68 | 0.00 | |||
| 0390 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,079.70 | 6,159.40 | |||
| 0400 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 20,155.00 | 20,155.000 | 0.000 | 0.000 | 0.39 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 19,312.50 | 9,656.25 | |||
| 0420 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 31.28 | 0.00 | |||
| 0430 | EROSION CONTROL BLANKET | 05950 | SQYD | 6,168.00 | 6,168.000 | 0.000 | 0.000 | 1.01 | 0.00 | |||
| 0440 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 927.00 | 0.00 | |||
| 0450 | 20-10-10 FERTILIZER | 05964 | TON | 9.10 | 9.100 | 0.000 | 0.000 | 927.00 | 0.00 | |||
| 0460 | SEEDING AND PROTECTION | 05985 | SQYD | 175,506.00 | 175,506.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0470 | SODDING | 05990 | SQYD | 2,393.00 | 2,393.000 | 0.000 | 0.000 | 4.94 | 0.00 | |||
| 0480 | AGRICULTURAL LIMESTONE | 05992 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 30.90 | 0.00 | |||
| 0490 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 21,205.00 | 21,205.000 | 10,754.000 | 10,754.000 | 0.16 | 1,720.64 | |||
| 0500 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 13,430.00 | 13,430.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0510 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 18,862.00 | 18,862.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0520 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,872.00 | 1,872.000 | 0.000 | 0.000 | 0.41 | 0.00 | |||
| 0530 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 137.00 | 137.000 | 0.000 | 0.000 | 10.30 | 0.00 | |||
| 0540 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 330.00 | 330.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0550 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 0560 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 19.57 | 0.00 | |||
| 0570 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 115.00 | 115.000 | 0.000 | 0.000 | 19.57 | 0.00 | |||
| 0580 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 182.00 | 182.000 | 0.000 | 0.000 | 19.57 | 0.00 | |||
| 0590 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 153.00 | 153.000 | 0.000 | 0.000 | 19.57 | 0.00 | |||
| 0600 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 127.00 | 127.000 | 0.000 | 0.000 | 6.57 | 0.00 | |||
| 0610 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,605.00 | 0.00 | |||
| 0620 | FUEL ADJUSTMENT | 10020NS | DOLL | 72,000.00 | 72,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0630 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 78,000.00 | 78,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0640 | REMOVE NON-MOUNTABLE MEDIAN | 22665EN | SQYD | 2,711.00 | 2,711.000 | 1,378.000 | 0.000 | 1,378.000 | 7.73 | 10,651.94 | 10,651.94 | |
| 0650 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,605.00 | 2,605.000 | 0.000 | 0.000 | 2.68 | 0.00 | |||
| 0660 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.500 | 0.500 | 40,555.00 | 20,277.50 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0003 DRAINAGE | |||||||
| 0670 | CULVERT PIPE-15 IN | 00461 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 58.35 | 0.00 | |||
| 0680 | CULVERT PIPE-18 IN | 00462 | LF | 222.00 | 222.000 | 0.000 | 0.000 | 57.56 | 0.00 | |||
| 0690 | CULVERT PIPE-24 IN | 00464 | LF | 171.00 | 171.000 | 0.000 | 0.000 | 71.61 | 0.00 | |||
| 0700 | CULVERT PIPE-30 IN | 00466 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 73.10 | 0.00 | |||
| 0710 | CULVERT PIPE-36 IN | 00468 | LF | 558.00 | 558.000 | 0.000 | 0.000 | 88.32 | 0.00 | |||
| 0720 | CULVERT PIPE-66 IN | 00473 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 290.80 | 0.00 | |||
| 0730 | CULVERT PIPE-78 IN | 00475 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 471.11 | 0.00 | |||
| 0740 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,283.43 | 0.00 | |||
| 0750 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,257.10 | 0.00 | |||
| 0760 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,317.24 | 0.00 | |||
| 0770 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,140.87 | 0.00 | |||
| 0780 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,140.87 | 0.00 | |||
| 0790 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,832.30 | 0.00 | |||
| 0800 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.08 | 0.00 | |||
| 0810 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,768.86 | 0.00 | |||
| 0820 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,683.21 | 0.00 | |||
| 0830 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,872.36 | 0.00 | |||
| 0840 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,588.71 | 0.00 | |||
| 0850 | HEADWALL (78 IN) | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,077.00 | 0.00 | |||
| 0860 | HEADWALL (66 IN) | 24575ES610 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,356.00 | 0.00 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0004 BRIDGE | |||||||
| 0870 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 45.00 | 45.000 | 327.722 | 327.722 | 154.50 | 50,633.04 | |||
| 0880 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 135.00 | 135.000 | 0.000 | 0.000 | 566.50 | 0.00 | |||
| 0890 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 135.00 | 135.000 | 136.000 | 0.000 | 136.000 | 103.00 | 14,008.00 | 14,008.00 | |
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 534.40 | 534.400 | 0.000 | 0.000 | 2.06 | 0.00 | |||
| 0910 | EPOXY SAND SLURRY | 08504 | SQYD | 165.00 | 165.000 | 148.000 | 0.000 | 148.000 | 14.42 | 2,134.16 | 2,134.16 | |
| 0920 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 1,030.00 | 0.00 | |||
| 0930 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 67.00 | 67.000 | 67.000 | 67.000 | 1,545.00 | 103,515.00 | |||
| 0940 | BLAST CLEANING | 08549 | SQYD | 2,067.00 | 2,067.000 | 2,067.000 | 0.000 | 2,067.000 | 6.18 | 12,774.06 | 12,774.06 | |
| 0950 | HYDRODEMOLITION | 08550 | SQYD | 1,912.00 | 1,912.000 | 1,887.000 | 1,887.000 | 32.96 | 62,195.52 | |||
| 0960 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 350.00 | 350.000 | 2.000 | 2.000 | 77.25 | 154.50 | |||
| 0970 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 480.00 | 480.000 | 486.000 | 486.000 | 46.35 | 22,526.10 | |||
| 0980 | BEARING REPAIR | 23853EC | EACH | 10.00 | 10.000 | 12.000 | 0.000 | 12.000 | 927.00 | 11,124.00 | 11,124.00 | |
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0005 CULVERT #1 | |||||||
| 0990 | REMOVE HEADWALL (DRAWING 26974) | 02625 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,130.63 | 0.00 | |||
| 1000 | STRUCTURE EXCAV-SOLID ROCK (DRAWING 26974) | 08002 | CUYD | 50.00 | 50.000 | 0.000 | 0.000 | 123.03 | 0.00 | |||
| 1010 | FOUNDATION PREPARATION (DRAWING 26974) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,548.46 | 0.00 | |||
| 1020 | CONCRETE-CLASS A (DRAWING 26974) | 08100 | CUYD | 158.00 | 158.000 | 0.000 | 0.000 | 643.75 | 0.00 | |||
| 1030 | STEEL REINFORCEMENT (DRAWING 26974) | 08150 | LB | 24,436.00 | 24,436.000 | 0.000 | 0.000 | 1.13 | 0.00 | |||
| 1040 | LIGHTWEIGHT CELLULAR CONCRETE FILL (DRAWING 26974) | 23930EC | CUYD | 1,085.00 | 1,085.000 | 0.000 | 0.000 | 190.55 | 0.00 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0006 SIGNING | |||||||
| 1050 | GMSS GALV STEEL TYPE A | 06400 | LB | 15,062.00 | 15,062.000 | 0.000 | 0.000 | 2.42 | 0.00 | |||
| 1060 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,802.00 | 1,802.000 | 0.000 | 0.000 | 17.58 | 0.00 | |||
| 1070 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 60.00 | 60.000 | 0.000 | 0.000 | 13.39 | 0.00 | |||
| 1080 | STEEL POST TYPE 1 | 06410 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 13.39 | 0.00 | |||
| 1090 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 24.97 | 0.00 | |||
| 1100 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 24.97 | 0.00 | |||
| 1110 | GMSS GALV STEEL TYPE C | 06441 | LB | 15,304.00 | 15,304.000 | 0.000 | 0.000 | 4.14 | 0.00 | |||
| 1120 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 1130 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 128.76 | 0.00 | |||
| 1140 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 92.00 | 92.000 | 0.000 | 0.000 | 401.70 | 0.00 | |||
| 1150 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 3,328.00 | 3,328.000 | 0.000 | 0.000 | 1.37 | 0.00 | |||
| 1160 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 309.00 | 0.00 | |||
| 1170 | ROADWAY CROSS SECTION | 20419ND | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1.03 | 0.00 | |||
| 1180 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 51.50 | 0.00 | |||
| 1190 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 412.00 | 0.00 | |||
| 1200 | BARCODE SIGN INVENTORY | 24631EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0007 LIGHTING | |||||||
| 1210 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 25,338.00 | 0.00 | |||
| 1220 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 17,771.62 | 0.00 | |||
| 1230 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 1,006.83 | 0.00 | |||
| 1240 | CONDUIT-3 IN | 04797 | LF | 625.00 | 625.000 | 0.000 | 0.000 | 24.99 | 0.00 | |||
| 1250 | MARKER | 04800 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 285.31 | 0.00 | |||
| 1260 | TRENCHING AND BACKFILLING | 04820 | LF | 8,140.00 | 8,140.000 | 0.000 | 0.000 | 2.96 | 0.00 | |||
| 1270 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 5,930.00 | 5,930.000 | 0.000 | 0.000 | 4.39 | 0.00 | |||
| 1280 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 3,785.00 | 3,785.000 | 0.000 | 0.000 | 5.40 | 0.00 | |||
| 1290 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 2,950.00 | 2,950.000 | 0.000 | 0.000 | 7.54 | 0.00 | |||
| 1300 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,650.60 | 21,650.60 | |||
| 1310 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 957.90 | 0.00 | |||
| 1320 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,218.49 | 0.00 | |||
| 1330 | BORE AND JACK CONDUIT | 21543EN | LF | 625.00 | 625.000 | 0.000 | 0.000 | 38.32 | 0.00 | |||
| 1340 | POLE BASE-HIGH MAST | 23161EN | CUYD | 98.31 | 98.310 | 0.000 | 0.000 | 700.40 | 0.00 | |||
| Project | DE10401271418 | Fed/State Project Number | FD04 SPP 104 0127 017-018 | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1350 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 108,808.42 | 108,808.42 | |||
| 1360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 92,200.00 | 0.00 | |||
| SUBTOT | $134,845.51 |
$1,077,668.01 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||