|
Report_Id: 101520 Est NO 0022 |
Date:07/12/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101520 | Estimate Number | 0022 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07340) Wilson, Cory L. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| 1355 KEAVY RD | |||||||
| LONDON , KY , 40744 | |||||||
| Pay Period | 06/16/2011 TO 06/30/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DL03450341020 | ||||||
| Project No. | ARRA 3003(243) | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | LEGACY TRAIL PHASE 1 | ||||||
| Description | NEW TRAIL CONSTRUCTION FROM BEREA ROAD AT IRONWORKS PIKE TO NEWTOWN PIKE AT CITATION BLVD. INCLUDING PHASE 1A AND 1B | ||||||
| Date Let | 02/26/2010 | Formal Acceptance | |||||
| Date Awarded | 03/12/2010 | Date Work Began | 03/18/2010 | ||||
| Date Contract Executed | 03/17/2010 | Open To Traffic | |||||
| Date NTP Issued | 03/17/2010 | Actual Completion Date | |||||
| Current Contract Amount | $6,611,817.85 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,210,751.75 |
Total Earnings | $6,226,883.28 |
$6,213,067.35 |
$13,815.93 |
|
| Percent Complete | 94.18 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $384,934.57 |
Gross Earnings | $6,226,883.28 |
$6,213,067.35 |
$13,815.93 |
|
| Total Change Orders | $401,066.10 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,226,883.28 |
$6,213,067.35 |
$13,815.93 |
|||
| Contract Id | 101520 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0022 | Project Number | ARRA 3003(243) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 06/16/2011 TO 06/30/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | MSE Wall | Approved | 08/19/2010 | $327,772.50 | 9.0 | |||||
| 002 | Non Spec Material Override | Approved | 05/07/2010 | $0.00 | 0.0 | |||||
| 003 | Sewer Line Relocation | Approved | 02/04/2011 | $26,495.00 | 0.0 | |||||
| 004 | Sink Hole | Approved | 08/30/2010 | $11,570.60 | 0.0 | |||||
| 005 | MSE wall-KU bill - delete painting of fence | Approved | 02/18/2011 | $35,228.00 | 1.0 | |||||
| 007 | Change of Completion Date | Approved | 07/08/2011 | $0.00 | 263.0 | |||||
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 | 101520 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | GRBR GRADE & DRAIN WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DL03450341020 | ||||||
| Estimate Nbr | 0022 | Period | 06/16/2011 TO 06/30/2011 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,687.00 | 2,807.000 | 0.000 | 0.000 | 32.50 | 0.00 | |||
| 0020 | STANDARD CURB AND GUTTER | 01810 | LF | 765.00 | 765.000 | 890.000 | 890.000 | 15.00 | 13,350.00 | |||
| 0030 | REMOVE CURB AND GUTTER | 01812 | LF | 54.00 | 54.000 | 66.000 | 66.000 | 10.00 | 660.00 | |||
| 0040 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 168.00 | 168.000 | 168.000 | 168.000 | 27.25 | 4,578.00 | |||
| 0050 | REMOVE PAVEMENT | 02091 | SQYD | 8,068.00 | 8,068.000 | 7,782.560 | 7,782.560 | 5.00 | 38,912.80 | |||
| 0060 | FENCE-WOVEN WIRE TYPE 2 | 02263 | LF | 475.00 | 475.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0070 | REMOVE FENCE | 02265 | LF | 515.00 | 515.000 | 989.000 | 989.000 | 2.50 | 2,472.50 | |||
| 0080 | REMOVE & RESET FENCE | 02267 | LF | 40.00 | 40.000 | 98.000 | 98.000 | 4.50 | 441.00 | |||
| 0090 | CLEARING AND GRUBBING 34.2 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,220.00 | 25,220.00 | |||
| 0100 | SIGNS | 02562 | SQFT | 388.00 | 388.000 | 657.430 | 657.430 | 56.50 | 37,144.79 | |||
| 0110 | EDGE KEY | 02585 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 8.60 | 0.00 | |||
| 0120 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 7,158.00 | 7,188.000 | 166.700 | 166.700 | 1.50 | 250.05 | |||
| 0130 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0140 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 0150 | TEMP SILT FENCE | 02701 | LF | 32,575.00 | 32,575.000 | 26,321.000 | 26,321.000 | 2.20 | 57,906.20 | |||
| 0160 | SILT TRAP TYPE B | 02704 | EACH | 187.00 | 187.000 | 62.000 | 60.000 | 122.000 | 172.00 | 10,664.00 | 20,984.00 | |
| 0170 | SILT TRAP TYPE C | 02705 | EACH | 40.00 | 40.000 | 1.000 | 1.000 | 143.50 | 143.50 | |||
| 0180 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 187.00 | 187.000 | 8.000 | 8.000 | 69.00 | 552.00 | |||
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 69.00 | 0.00 | |||
| 0200 | CLEAN TEMP SILT FENCE | 02709 | LF | 32,575.00 | 32,575.000 | 550.000 | 550.000 | 0.30 | 165.00 | |||
| 0210 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 46.00 | 46.000 | 126.620 | 126.620 | 40.00 | 5,064.80 | |||
| 0220 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 2,216.00 | 2,216.000 | 1,492.880 | 1,492.880 | 10.00 | 14,928.80 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 33,390.00 | 33,390.00 | |||
| 0240 | RELOCATE WATERLINE | 03429 | LF | 610.00 | 610.000 | 684.000 | 684.000 | 145.00 | 99,180.00 | |||
| 0250 | SEEDING AND PROTECTION | 05985 | SQYD | 113,078.00 | 113,078.000 | 133,776.496 | 133,776.496 | 0.40 | 53,510.59 | |||
| 0260 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,356.00 | 8,356.000 | 5,108.000 | 5,108.000 | 0.30 | 1,532.40 | |||
| 0270 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 112.00 | 112.000 | 60.000 | 60.000 | 5.50 | 330.00 | |||
| 0290 | EARTHWORK | 20196ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 230,390.00 | 230,390.00 | |||
| 0300 | TEMPORARY STREAM CROSSING | 21447NC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,500.00 | 29,500.00 | |||
| 0310 | EXCAVATION ROCK; (REVISED: 2-24-10) | 21554EN | CUYD | 3,500.00 | 3,500.000 | 3,500.000 | 3,500.000 | 35.00 | 122,500.00 | |||
| 0320 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 264.00 | 264.000 | 497.490 | 497.490 | 20.00 | 9,949.80 | |||
| 0330 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,962.00 | 1,962.000 | 5,293.880 | 5,293.880 | 5.20 | 27,528.17 | |||
| 0340 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 3,919.00 | 3,919.000 | 474.120 | 474.120 | 14.50 | 6,874.74 | |||
| 0350 | SANITARY SEWER ENCASEMENT | 23779EC | LF | 200.00 | 105.000 | 80.000 | 80.000 | 300.00 | 24,000.00 | |||
| 0360 | UNDERPASS LIGHTING | 23780EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70.50 | 70.50 | |||
| 0370 | RAIN GARDEN N.TRAILHEAD ACCESS RD. | 30002 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 63,000.00 | 63,000.00 | |||
| 0380 | RAIN GARDEN SPECIAL | 30002 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,274.00 | 10,274.00 | |||
| 0390 | DIAMOND MESH FENCING | 30003 | LF | 22,610.00 | 22,610.000 | 21,957.000 | 21,957.000 | 12.20 | 267,875.40 | |||
| 0400 | FIELD GATE | 30004 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,335.50 | 5,342.00 | |||
| 0410 | ROADWAY GATE | 30005 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,850.20 | 17,700.40 | |||
| 0420 | DROP CURB FOR RAMP | 30055 | LF | 54.00 | 54.000 | 12.000 | 54.000 | 66.000 | 41.50 | 498.00 | 2,739.00 | |
| 0430 | GATE OPENERS | 30057 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,042.50 | 25,042.50 | |||
| 0440 | ELECTRICAL SERVICE TO UNDERPASS | 30058 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,791.00 | 18,791.00 | |||
| 0450 | CLEAN AND PAINT CONCRETE UNDERPASS | 30059 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,250.00 | 9,250.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | REMOVE AND REPLACE SEWER SERVICE BRIDGE 1 | 21926NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8002 | REMOVE AND REPLACE SEWER SERVICE BRIDGE 3 | 21926NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 39,995.00 | 39,995.00 | |||
| 8003 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,705.00 | 3,705.00 | |||
| 8004 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 267.06 | 2,670.60 | |||
| 8005 | ELECTRICAL SERVICE overrun on proposal allotment | 04899 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,805.00 | 3,805.00 | |||
| 8006 | DIAMOND MESH FENCING delete paint | 30003 | LF | 0.00 | 1.000 | 1.000 | 1.000 | -4,327.00 | -4,327.00 | |||
| 8007 | PAINTING STRUCTURE graffit proof paint in tunnel | 74152N | LS | 0.00 | 0.000 | 0.000 | 0.000 | 9,877.50 | 0.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0002 PAVING-ASPHALT ALT 1 | |||||||
| 0460 | DGA BASE | 00001 | TON | 33,356.00 | 33,356.000 | 136.730 | 24,044.640 | 24,181.370 | 19.41 | 2,653.92 | 469,360.39 | |
| 0470 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 7,054.00 | 7,054.000 | 6,499.650 | 6,499.650 | 69.96 | 454,715.51 | |||
| 0480 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,185.00 | 1,185.000 | 1,589.990 | 1,589.990 | 73.66 | 117,118.66 | |||
| 0490 | CL2 ASPH SURF NO.4D PG64-22 | 21653ES403 | TON | 3,105.00 | 3,105.000 | 5,242.920 | 5,242.920 | 83.56 | 438,098.39 | |||
| 0500 | PERVIOUS CONCRETE TRAIL | 30001 | SQYD | 6,690.00 | 6,690.000 | 6,690.000 | 6,690.000 | 67.00 | 448,230.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0004 LANDSCAPING | |||||||
| 0560 | SHRUB | 20001ES724 | EACH | 167.00 | 167.000 | 123.000 | 123.000 | 64.50 | 7,933.50 | |||
| 0570 | HARDWOOD MULCH | 23319EC | SQYD | 4,480.00 | 4,480.000 | 3,900.000 | 3,900.000 | 4.20 | 16,380.00 | |||
| 0580 | STRUCTURAL SOIL | 23414EC | CUYD | 64.00 | 64.000 | 64.000 | 64.000 | 125.50 | 8,032.00 | |||
| 0590 | ROCK FENCE | 23769EC | LF | 331.00 | 331.000 | 335.000 | 335.000 | 200.50 | 67,167.50 | |||
| 0600 | MILE MARKER | 30012 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 779.00 | 3,895.00 | |||
| 0610 | MILE MARKER SIGN PANEL | 30013 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 818.00 | 8,180.00 | |||
| 0620 | TRAILHEAD ENTRY SIGN | 30014 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 13,221.00 | 13,221.00 | |||
| 0630 | TRAILHEAD KIOSK | 30015 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,552.00 | 7,552.00 | |||
| 0640 | METAL SIGN PANEL | 30016 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,010.00 | 0.00 | |||
| 0650 | STONE PYLON | 30017 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,062.00 | 12,062.00 | |||
| 0660 | LITTER RECEPTACLE ENCLOSURE | 30018 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,296.00 | 4,592.00 | |||
| 0670 | LITTER RECEPTACLE LINER | 30019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 190.50 | 381.00 | |||
| 0680 | BIKE RACK | 30020 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 382.00 | 1,910.00 | |||
| 0690 | BRUSHED CONCRETE | 30021 | SQYD | 645.00 | 645.000 | 574.800 | 574.800 | 39.50 | 22,704.60 | |||
| 0700 | ROCK SEAT WALL | 30022 | LF | 67.00 | 67.000 | 67.500 | 67.500 | 150.00 | 10,125.00 | |||
| 0710 | CANOPY TREE | 30023 | EACH | 116.00 | 116.000 | 81.000 | 81.000 | 3.30 | 267.30 | |||
| 0720 | UNDERSTORY TREE | 30024 | EACH | 28.00 | 28.000 | 20.000 | 20.000 | 3.30 | 66.00 | |||
| 0730 | LARGE NATIVE GRASSES | 30025 | EACH | 1,119.00 | 1,119.000 | 939.000 | 939.000 | 22.00 | 20,658.00 | |||
| 0740 | LOW STATURE PRAIRE PLANT MIX | 30026 | SQFT | 6,569.00 | 6,569.000 | 4,696.700 | 4,696.700 | 5.35 | 25,127.34 | |||
| 0750 | RAIN GARDEN PLANT MIX | 30027 | SQFT | 13,076.00 | 13,076.000 | 4,665.960 | 4,665.960 | 5.35 | 24,962.88 | |||
| 0760 | PRAIRE DROPSEED (REVISED: 2-24-10) | 30028 | SQFT | 15,202.00 | 15,202.000 | 14,567.460 | 14,567.460 | 3.00 | 43,702.38 | |||
| 0770 | PERRENIALS | 30029 | EACH | 434.00 | 434.000 | 382.000 | 382.000 | 17.50 | 6,685.00 | |||
| 0780 | NO MOW GRASS SEED | 30030 | SQFT | 69,546.00 | 69,546.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0790 | TREE PROTECTION AND TRIMMING | 30031 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 648.50 | 0.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0005 BRIDGE | |||||||
| 0800 | REMOVE STRUCTURE STA. 223+00 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,860.00 | 6,860.00 | |||
| 0810 | REMOVE STRUCTURE STA. 248+60 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,762.25 | 3,762.25 | |||
| 0820 | REMOVE STRUCTURE STA. 253+30 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,684.50 | 2,684.50 | |||
| 0830 | RETAINING WALL- MODULAR CONCRETE | 21496ED | SQFT | 11,486.00 | 24,705.000 | 24,705.000 | 24,705.000 | 27.50 | 679,387.50 | |||
| 0840 | PEDESTRIAN RAIL | 23538EC | LF | 3,063.00 | 3,063.000 | 2,890.000 | 2,890.000 | 110.15 | 318,333.50 | |||
| 0850 | DRILLED SHAFT-30 IN-COMMON (REVISED: 2-24-10) | 23767EC | LF | 254.00 | 254.000 | 263.100 | 263.100 | 114.50 | 30,124.95 | |||
| 0860 | DRILLED SHAFT-30 IN-SOLID ROCK | 23768EC | LF | 105.00 | 105.000 | 112.170 | 112.170 | 354.50 | 39,764.26 | |||
| 0870 | PREFAB BRIDGE-60 FT-SINGLE SPAN | 30006 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 59,426.00 | 118,852.00 | |||
| 0880 | PREFAB BRIDGE-210 FT-TRIPLE SPAN | 30007 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 222,010.50 | 222,010.50 | |||
| 0890 | PREFAB BRIDGE-160 FT-DOUBLE SPAN | 30008 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 180,779.50 | 180,779.50 | |||
| 0900 | PREFAB BRIDGE-96 FT-SINGLE SPAN | 30009 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 113,370.50 | 113,370.50 | |||
| 0910 | PREFAB BRIDGE-80 FT-SPAN SKEWED | 30010 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 96,813.00 | 96,813.00 | |||
| 0920 | PRECAST CONC BRIDGE-36 FT-SPAN | 30011 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 138,170.00 | 138,170.00 | |||
| 0930 | CONCRETE SUBSTRUCTURE (REVISED: 2-24-10) | 30056 | CUYD | 286.00 | 286.000 | 286.000 | 286.000 | 479.50 | 137,137.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0006 DRAINAGE | |||||||
| 0940 | ENTRANCE PIPE-12 IN | 00439 | LF | 38.00 | 38.000 | 24.000 | 24.000 | 30.00 | 720.00 | |||
| 0950 | CULVERT PIPE-12 IN | 00460 | LF | 21.00 | 21.000 | 21.000 | 21.000 | 40.00 | 840.00 | |||
| 0960 | CULVERT PIPE-15 IN | 00461 | LF | 69.00 | 69.000 | 109.000 | 109.000 | 47.00 | 5,123.00 | |||
| 0970 | CULVERT PIPE-36 IN | 00468 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 89.00 | 2,403.00 | |||
| 0980 | CULVERT PIPE-42 IN | 00469 | LF | 27.00 | 27.000 | 27.000 | 27.000 | 105.00 | 2,835.00 | |||
| 0990 | CULVERT PIPE-15 IN EQUIV | 00490 | LF | 153.00 | 153.000 | 153.000 | 153.000 | 80.00 | 12,240.00 | |||
| 1000 | CULVERT PIPE-24 IN EQUIV (REVISED: 2-24-10) | 00492 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 101.00 | 5,050.00 | |||
| 1010 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 112.00 | 3,136.00 | |||
| 1020 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 125.00 | 3,500.00 | |||
| 1030 | CULVERT PIPE-18 IN (REVISED: 2-24-10) | 00462 | LF | 240.00 | 240.000 | 203.000 | 203.000 | 51.00 | 10,353.00 | |||
| 1040 | CULVERT PIPE-30 IN (REVISED: 2-24-10) | 00466 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 85.00 | 3,825.00 | |||
| 1050 | CONC BOX CULVERT-3X4 FT | 23770EC | LF | 28.00 | 28.000 | 28.000 | 28.000 | 400.50 | 11,214.00 | |||
| 1060 | BOX CULVERT-3X3 FT | 23771EC | LF | 21.00 | 21.000 | 21.000 | 21.000 | 415.00 | 8,715.00 | |||
| 1070 | BOX CULVERT-6X3 FT | 23772EC | LF | 68.00 | 68.000 | 68.000 | 68.000 | 400.50 | 27,234.00 | |||
| 1080 | BOX CULVERT-8X5 FT | 23773EC | LF | 36.00 | 36.000 | 36.000 | 36.000 | 723.25 | 26,037.00 | |||
| 1090 | IMPACT STILLING BASIN-15 IN | 30033 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 1100 | IMPACT STILLING BASIN-24 IN (EQUIV) | 30034 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 1110 | IMPACT STILLING BASIN-36 IN (EQUIV) | 30036 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0007 DRAINAGE-ALT 1 | |||||||
| 1120 | CONCRETE-CLASS A | 08100 | CUYD | 80.00 | 80.000 | 76.395 | 76.395 | 1,160.00 | 88,618.20 | |||
| 1130 | STEEL REINFORCEMENT | 08150 | LB | 4,050.00 | 4,550.000 | 4,038.000 | 4,038.000 | 2.50 | 10,095.00 | |||
| Project | DL03450341020 | Fed/State Project Number | ARRA 3003(243) | Category | 0009 DEMOB AND MOB | |||||||
| 1230 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 291,375.55 | 291,375.55 | |||
| 1240 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 91,865.25 | 0.00 | |||
| SUBTOT | $13,815.92 |
$6,226,883.24 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||