|
Report_Id: 151260 Est NO 0053 |
Date:12/28/2017 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151260 | Estimate Number | 0053 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07300) Wilson, Cory L. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/16/2017 TO 11/29/2017 | ||||||
| Date Approved | 12/13/2017 | ||||||
| Primary Proj Number | DE03409221560 | ||||||
| Project No. | FD04 SPP 034 NEW ROUTE | ||||||
| Primary County | FAYETTE | ||||||
| Name of Road | NEWTOWN PIKE EXTENSION - PHASE 2 (KY 922) | ||||||
| Description | NEWTOWN PIKE EXTENSION - PHASE 2 (KY 922) | ||||||
| Date Let | 09/25/2015 | Formal Acceptance | |||||
| Date Awarded | 10/02/2015 | Date Work Began | 10/22/2015 | ||||
| Date Contract Executed | 10/13/2015 | Open To Traffic | |||||
| Date NTP Issued | 10/13/2015 | Actual Completion Date | 09/30/2017 | ||||
| Current Contract Amount | $21,498,246.73 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $19,111,174.97 |
Total Earnings | $20,973,161.16 |
$20,959,645.76 |
$13,515.40 |
|
| Percent Complete | 97.61 |
Stockpiled Materials | $11,616.27 |
$11,616.27 |
$0.00 |
|
| Funds Available | $513,469.30 |
Gross Earnings | $20,984,777.43 |
$20,971,262.03 |
$13,515.40 |
|
| Total Change Orders | $2,387,071.76 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $20,984,777.43 |
$20,971,262.03 |
$13,515.40 |
|||
| Contract Id | 151260 | Change Order Summary |
County | FAYETTE | ||||||
| Estimate Nbr | 0053 | Project Number | FD04 SPP 034 NEW ROUTE | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/16/2017 TO 11/29/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Emergency Sanitary Sewer Repair Cost-Plus Work | Approved | 08/02/2016 | $221,949.23 | 0.0 | |||||
| 002 | Administrative Settlement | Approved | 11/01/2016 | $80,745.26 | 0.0 | |||||
| 003 | Special Excavation | Approved | 05/08/2017 | $1,506,232.10 | 0.0 | |||||
| 004 | Retaining Wall | Approved | 01/11/2017 | $20,547.50 | 0.0 | |||||
| 005 | Manhole for box culvert access | Approved | 01/12/2017 | $2,530.00 | 0.0 | |||||
| 006 | Southend Park Retaining Wall | Approved | 11/16/2017 | $366,157.97 | 0.0 | |||||
| 007 | KU Transformer Pad, Temp Signal | Approved | 09/15/2017 | $11,641.28 | 0.0 | |||||
| 008 | Additional Soil Testing, Omitted Striping, Channel Lining | Approved | 11/29/2017 | $11,926.12 | 0.0 | |||||
| 009 | Non Spec Material-Crushed Stone Base Override | Approved | 08/01/2017 | $0.00 | 0.0 | |||||
| 010 | Time Extension | Approved | 10/06/2017 | $153,462.30 | 60.0 | |||||
| 011 | Curb System | Approved | 12/19/2017 | $11,880.00 | 0.0 | |||||
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 | 151260 | COMMONWEALTH OF KENTUCKY |
County | FAYETTE | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE03409221560 | ||||||
| Estimate Nbr | 0053 | Period | 11/16/2017 TO 11/29/2017 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | 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 | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 10,435.00 | 10,435.000 | 14,070.800 | 14,070.800 | 22.00 | 309,557.60 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 120.00 | 120.000 | 1,440.360 | 1,440.360 | 30.00 | 43,210.80 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 18,104.00 | 18,104.000 | 14,757.070 | 14,757.070 | 28.00 | 413,197.96 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 3,278.00 | 3,278.000 | 3,529.390 | 3,529.390 | 58.70 | 207,175.19 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 13,512.00 | 13,512.000 | 13,951.890 | 13,951.890 | 58.70 | 818,975.94 | |||
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,246.00 | 1,246.000 | 1,427.940 | 1,427.940 | 68.00 | 97,099.92 | |||
| 0035 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 1,975.00 | 1,975.000 | 2,843.490 | 2,843.490 | 68.00 | 193,357.32 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 511.00 | 511.000 | 903.410 | 903.410 | 17.00 | 15,357.97 | |||
| 0045 | JOINT ADHESIVE | 20071EC | LF | 15,956.00 | 15,956.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 8014 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 0.00 | 48.000 | 254.000 | 0.000 | 254.000 | 6.60 | 1,676.40 | 1,676.40 | |
| 8015 | NON-SPEC MATERIAL Crushed Stone Base | 10070NS | DOLL | 0.00 | 0.001 | -1,210.198 | -1,210.198 | 1.00 | -1,210.19 | |||
| 8020 | LANE SEPARATOR CURB | 24768EC | LF | 0.00 | 240.000 | 0.000 | 0.000 | 49.50 | 0.00 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0002 ROADWAY | |||||||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 8,467.00 | 8,467.000 | 7,952.000 | 7,952.000 | 7.75 | 61,628.00 | |||
| 0055 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 395.00 | 395.000 | 0.000 | 0.000 | 10.75 | 0.00 | |||
| 0060 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0065 | REMOVE PIPE | 01310 | LF | 2,034.00 | 2,034.000 | 1,529.000 | 1,529.000 | 12.00 | 18,348.00 | |||
| 0070 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0075 | STANDARD CURB AND GUTTER | 01810 | LF | 10,115.00 | 10,115.000 | 10,507.100 | 10,507.100 | 16.00 | 168,113.60 | |||
| 0080 | STANDARD HEADER CURB | 01875 | LF | 1,057.00 | 1,057.000 | 837.300 | 837.300 | 18.00 | 15,071.40 | |||
| 0085 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 477.00 | 477.000 | 510.650 | 510.650 | 54.00 | 27,575.10 | |||
| 0090 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 4,184.00 | 4,184.000 | 4,163.380 | 4,163.380 | 54.00 | 224,822.52 | |||
| 0095 | MOUNTABLE MEDIAN TYPE 2 | 01937 | SQYD | 49.00 | 49.000 | 49.000 | 49.000 | 70.00 | 3,430.00 | |||
| 0100 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 1,850.00 | 22,200.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 1,718.00 | 1,718.000 | 1,775.330 | 1,775.330 | 6.50 | 11,539.64 | |||
| 0110 | TEMP DITCH | 02159 | LF | 6,170.00 | 6,170.000 | 320.000 | 320.000 | 1.00 | 320.00 | |||
| 0115 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 294.00 | 294.000 | 294.000 | 294.000 | 25.00 | 7,350.00 | |||
| 0120 | SPECIAL EXCAVATION | 02204 | CUYD | 54,020.00 | 75,480.000 | 75,480.000 | 75,480.000 | 60.00 | 4,528,800.00 | |||
| 0125 | SPECIAL EXCAVATION (TESTED) | 02204 | CUYD | 50,498.00 | 22,012.000 | 22,012.000 | 22,012.000 | 4.15 | 91,349.80 | |||
| 0130 | SPECIAL EXCAVATION (ROCK) | 02204 | CUYD | 17,254.00 | 24,280.000 | 24,280.000 | 24,280.000 | 9.00 | 218,520.00 | |||
| 0135 | GRANULAR EMBANKMENT | 02223 | CUYD | 509.00 | 509.000 | 762.600 | 762.600 | 42.00 | 32,029.20 | |||
| 0140 | EMBANKMENT IN PLACE | 02230 | CUYD | 257,496.00 | 278,956.000 | 278,956.000 | 278,956.000 | 12.75 | 3,556,689.00 | |||
| 0145 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0150 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 56.00 | 56.000 | 62.000 | 62.000 | 85.00 | 5,270.00 | |||
| 0155 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0160 | WITNESS POST | 02432 | EACH | 56.00 | 56.000 | 53.000 | 53.000 | 60.00 | 3,180.00 | |||
| 0165 | CLEARING AND GRUBBING (APPROXIMATELY 40 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 265,000.00 | 265,000.00 | |||
| 0170 | CONCRETE-CLASS B (FOR GRAVITY RETAINING WALLS) | 02555 | CUYD | 292.87 | 91.490 | 92.260 | 92.260 | 350.00 | 32,291.00 | |||
| 0175 | TEMPORARY SIGNS | 02562 | SQFT | 207.00 | 207.000 | 789.750 | 789.750 | 8.50 | 6,712.87 | |||
| 0180 | EDGE KEY | 02585 | LF | 156.00 | 156.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0185 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 61,872.00 | 61,872.000 | 60,945.740 | 60,945.740 | 1.28 | 78,010.54 | |||
| 0190 | HANDRAIL-TYPE A-1 | 02611 | LF | 918.00 | 918.000 | 934.100 | 934.100 | 70.30 | 65,667.23 | |||
| 0195 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,000.00 | 57,000.00 | |||
| 0200 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 0205 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 18,150.00 | 36,300.00 | |||
| 0210 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0215 | SAFELOADING | 02690 | CUYD | 3.50 | 3.500 | 4.500 | 4.500 | 178.00 | 801.00 | |||
| 0220 | TEMP SILT FENCE | 02701 | LF | 1,220.00 | 1,220.000 | 1,625.000 | 1,625.000 | 2.00 | 3,250.00 | |||
| 0225 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0230 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 300.00 | 2,100.00 | |||
| 0235 | SILT TRAP TYPE C | 02705 | EACH | 50.00 | 50.000 | 108.000 | 108.000 | 300.00 | 32,400.00 | |||
| 0240 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0245 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0250 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 100.00 | 100.000 | 49.000 | 49.000 | 20.00 | 980.00 | |||
| 0255 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 7,131.00 | 7,131.000 | 7,134.823 | 7,134.823 | 36.00 | 256,853.62 | |||
| 0260 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0265 | REMOVE STRUCTURE (OLD RR BRIDGE SUBSTRUCTURE) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 0270 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 0275 | TUBULAR MARKERS | 03225 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 60.72 | 0.00 | |||
| 0280 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 16,275.18 | 0.00 | |||
| 0285 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 225.00 | 225.00 | |||
| 0290 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,087.00 | 8,087.000 | 6,443.430 | 6,443.430 | 1.05 | 6,765.60 | |||
| 0295 | TEMP MULCH | 05952 | SQYD | 121,200.00 | 121,200.000 | 19,019.500 | 19,019.500 | 0.18 | 3,423.51 | |||
| 0300 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 200.00 | 200.000 | 3,551.400 | 3,551.400 | 0.19 | 674.76 | |||
| 0305 | INITIAL FERTILIZER | 05963 | TON | 3.82 | 3.820 | 4.050 | 4.050 | 750.00 | 3,037.50 | |||
| 0310 | 20-10-10 FERTILIZER | 05964 | TON | 6.27 | 6.270 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0315 | SEEDING AND PROTECTION | 05985 | SQYD | 121,200.00 | 121,200.000 | 108,787.070 | 108,787.070 | 0.31 | 33,723.99 | |||
| 0320 | SODDING | 05990 | SQYD | 3,196.00 | 3,196.000 | 3,580.000 | 3,580.000 | 5.50 | 19,690.00 | |||
| 0325 | AGRICULTURAL LIMESTONE | 05992 | TON | 75.12 | 75.120 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0330 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 12,165.00 | 12,165.000 | 3,364.000 | 3,364.000 | 0.30 | 1,009.20 | |||
| 0335 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 24,209.00 | 24,209.000 | 17,798.000 | 17,798.000 | 0.30 | 5,339.40 | |||
| 0340 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0345 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0350 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 2,758.00 | 2,758.000 | 3,587.000 | 3,587.000 | 5.00 | 17,935.00 | |||
| 0355 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 373.00 | 373.000 | 563.000 | 563.000 | 10.00 | 5,630.00 | |||
| 0360 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 2,221.00 | 2,221.000 | 479.000 | 479.000 | 5.00 | 2,395.00 | |||
| 0365 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 528.00 | 528.000 | 434.000 | 434.000 | 5.00 | 2,170.00 | |||
| 0370 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 49.00 | 49.000 | 47.000 | 47.000 | 80.00 | 3,760.00 | |||
| 0380 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0385 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 248.00 | 248.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0390 | FUEL ADJUSTMENT | 10020NS | DOLL | 130,020.00 | 130,020.000 | -13,021.260 | -13,021.260 | 1.00 | -13,021.26 | |||
| 0395 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 78,233.00 | 78,233.000 | -74,257.780 | -74,257.780 | 1.00 | -74,257.78 | |||
| 0400 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 8.00 | 8.000 | 14.000 | 14.000 | 220.00 | 3,080.00 | |||
| 0405 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 878.00 | 878.000 | 905.000 | 905.000 | 18.09 | 16,371.45 | |||
| 0410 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 125.00 | 125.000 | 0.000 | 0.000 | 4.85 | 0.00 | |||
| 0415 | INLAID PAVEMENT MARKER | 24489EC | EACH | 176.00 | 176.000 | 173.000 | 173.000 | 50.00 | 8,650.00 | |||
| 0420 | PIPELINE INSPECTION | 24814EC | LF | 3,643.00 | 3,643.000 | 4,309.200 | 4,309.200 | 3.50 | 15,082.20 | |||
| 8003 | RETAINING WALL | 08018 | SQFT | 0.00 | 2,248.590 | 2,248.590 | 2,248.590 | 40.48 | 91,030.50 | |||
| 8013 | EW~ Soil Sample | 10094NX | EACH | 0.00 | 4.000 | 4.000 | 0.000 | 4.000 | 2,000.00 | 8,000.00 | 8,000.00 | |
| 8016 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 153,462.300 | 153,462.300 | 153,462.300 | 1.00 | 153,462.30 | |||
| 8018 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 104.50 | 209.00 | 209.00 | |
| 8019 | PAVE MARKING THERMO-BIKE LANE ARROW | 24386EC | EACH | 0.00 | 14.000 | 14.000 | 0.000 | 14.000 | 132.00 | 1,848.00 | 1,848.00 | |
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0003 DRAINAGE | |||||||
| 0425 | STORM SEWER PIPE-12 IN | 00520 | LF | 171.00 | 171.000 | 196.000 | 196.000 | 38.00 | 7,448.00 | |||
| 0430 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,592.00 | 2,592.000 | 2,623.000 | 2,623.000 | 40.00 | 104,920.00 | |||
| 0435 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,833.00 | 2,833.000 | 2,787.000 | 2,787.000 | 42.00 | 117,054.00 | |||
| 0440 | STORM SEWER PIPE-24 IN | 00524 | LF | 603.00 | 603.000 | 603.000 | 603.000 | 55.00 | 33,165.00 | |||
| 0445 | STORM SEWER PIPE-30 IN | 00526 | LF | 487.00 | 487.000 | 487.000 | 487.000 | 70.00 | 34,090.00 | |||
| 0450 | STORM SEWER PIPE-36 IN | 00528 | LF | 216.00 | 216.000 | 218.000 | 218.000 | 90.00 | 19,620.00 | |||
| 0455 | STORM SEWER PIPE-48 IN | 00530 | LF | 391.00 | 391.000 | 391.000 | 391.000 | 125.00 | 48,875.00 | |||
| 0460 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,025.00 | 1,025.00 | |||
| 0465 | CURB BOX INLET TYPE A | 01456 | EACH | 63.00 | 63.000 | 63.000 | 63.000 | 4,700.00 | 296,100.00 | |||
| 0470 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0475 | DROP BOX INLET TYPE 3 | 01496 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 4,250.00 | 68,000.00 | |||
| 0480 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,300.00 | 10,600.00 | |||
| 0485 | DROP BOX INLET TYPE 11 | 01544 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,700.00 | 10,800.00 | |||
| 0490 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,700.00 | 8,100.00 | |||
| 0495 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 0500 | CAP DROP BOX INLET | 01584 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 0505 | JUNCTION BOX-36 IN | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0510 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0515 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,750.00 | 7,500.00 | |||
| 0520 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0525 | MANHOLE TYPE C | 01767 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 0530 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,145.00 | 1,145.000 | 10,589.820 | 10,589.820 | 2.00 | 21,179.64 | |||
| 8017 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 23.520 | 27.000 | 0.000 | 27.000 | 66.00 | 1,782.00 | 1,782.00 | |
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0004 BRIDGE - SOUTHEND PARK CULVERT SINGLE RCBC 12' X 8' - DWG. 2 | |||||||
| 0535 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,500.00 | 14,500.00 | |||
| 0540 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 6,550.00 | 6,550.000 | 6,550.000 | 6,550.000 | 16.00 | 104,800.00 | |||
| 0545 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 54,000.00 | 54,000.00 | |||
| 0550 | CONCRETE-CLASS A | 08100 | CUYD | 2,123.80 | 2,123.800 | 2,123.000 | 2,123.000 | 345.00 | 732,435.00 | |||
| 0555 | CONCRETE-CLASS AA | 08104 | CUYD | 56.10 | 56.100 | 56.100 | 56.100 | 835.00 | 46,843.50 | |||
| 0560 | STEEL REINFORCEMENT | 08150 | LB | 188,030.00 | 188,030.000 | 189,602.710 | 189,602.710 | 0.92 | 174,434.49 | |||
| 0565 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 7,460.00 | 7,460.000 | 7,460.000 | 7,460.000 | 1.00 | 7,460.00 | |||
| 8004 | EW~ Manhole | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,530.00 | 2,530.00 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0005 SEWER - SOUTHEND PARK REDEVELOPMENT | |||||||
| 0570 | REMOVE PIPE | 01310 | LF | 350.00 | 350.000 | 470.000 | 470.000 | 76.50 | 35,955.00 | |||
| 0575 | TEMP DITCH | 02159 | LF | 3,840.00 | 3,840.000 | 1,035.000 | 1,035.000 | 1.00 | 1,035.00 | |||
| 0580 | CLEAN TEMP DITCH | 02160 | LF | 11,520.00 | 11,520.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0585 | SAFELOADING | 02690 | CUYD | 312.00 | 312.000 | 179.000 | 179.000 | 145.00 | 25,955.00 | |||
| 0590 | TEMP SILT FENCE | 02701 | LF | 8,200.00 | 8,200.000 | 1,458.000 | 1,458.000 | 2.00 | 2,916.00 | |||
| 0595 | SILT TRAP TYPE A | 02703 | EACH | 16.00 | 16.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 0600 | SILT TRAP TYPE B | 02704 | EACH | 16.00 | 16.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 0605 | SILT TRAP TYPE C | 02705 | EACH | 48.00 | 48.000 | 36.000 | 36.000 | 300.00 | 10,800.00 | |||
| 0610 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0615 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0620 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 144.00 | 144.000 | 27.000 | 27.000 | 20.00 | 540.00 | |||
| 0625 | TEMP MULCH | 05952 | SQYD | 38,720.00 | 38,720.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0630 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 38,720.00 | 38,720.000 | 9,329.200 | 9,329.200 | 0.19 | 1,772.54 | |||
| 0635 | INITIAL FERTILIZER | 05963 | TON | 1.20 | 1.200 | 0.520 | 0.520 | 750.00 | 390.00 | |||
| 0640 | 20-10-10 FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0645 | SEEDING AND PROTECTION | 05985 | SQYD | 38,720.00 | 38,720.000 | 16,482.600 | 16,482.600 | 0.31 | 5,109.60 | |||
| 0650 | AGRICULTURAL LIMESTONE | 05992 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0655 | S BYPASS PUMPING | 15000 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 34,834.00 | 452,842.00 | |||
| 0660 | S LATERAL LONG SIDE 06 INCH | 15088 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,200.00 | 7,200.00 | |||
| 0665 | S LATERAL SHORT SIDE 06 INCH | 15090 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 0670 | S MANHOLE | 15092 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 6,400.00 | 121,600.00 | |||
| 0675 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 41.00 | 41.000 | 41.000 | 41.000 | 1,300.00 | 53,300.00 | |||
| 0680 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,900.00 | 9,800.00 | |||
| 0685 | S MANHOLE SPECIAL (5 FOOT DIAMETER) | 15098 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 8,700.00 | 113,100.00 | |||
| 0690 | S MANHOLE SPECIAL (5 FOOT DIAMETER WITH EXTERNAL DROP) | 15098 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 8,000.00 | 64,000.00 | |||
| 0695 | S MANHOLE SPECIAL (8 FOOT DIAMETER WITH 3' X 3' BILCO ALUM | 15098 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 31,500.00 | 63,000.00 | |||
| 0700 | S MANHOLE SPECIAL (5 FOOT DIAMETER WITH 3' X 3' WITH BILC | 15098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 0705 | S MANHOLE SPECIAL (12 FOOT DIAMETER WITH 3' X 3' BILCO ALU | 15098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 69,000.00 | 69,000.00 | |||
| 0710 | S MANHOLE WITH DROP | 15101 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,800.00 | 39,000.00 | |||
| 0715 | S PIPE DUCTILE IRON 10 INCH | 15105 | LF | 744.00 | 744.000 | 748.000 | 748.000 | 172.00 | 128,656.00 | |||
| 0720 | S PIPE SPECIAL (10 INCH) | 15118 | LF | 1,687.00 | 1,687.000 | 1,758.880 | 1,758.880 | 146.00 | 256,796.48 | |||
| 0725 | S PIPE SPECIAL (18 INCH) | 15118 | LF | 1,400.00 | 1,400.000 | 1,440.960 | 1,440.960 | 211.00 | 304,042.56 | |||
| 0730 | S PIPE SPECIAL (27 INCH) | 15118 | LF | 1,308.00 | 1,308.000 | 1,353.740 | 1,353.740 | 331.00 | 448,087.94 | |||
| 0735 | S PIPE SPECIAL (18 INCH, DUCTILE IRON PIPE CLASS 350 WT | 15118 | LF | 97.00 | 97.000 | 108.000 | 108.000 | 452.00 | 48,816.00 | |||
| 0740 | S PIPE SPECIAL (42 INCH DUCTILE IRON PIPE WITH PROTECTO | 15118 | LF | 97.00 | 97.000 | 97.000 | 97.000 | 757.00 | 73,429.00 | |||
| 0745 | S PIPE SPECIAL (30 INCH DUCTILE IRON PIPE WITH PROTECTO | 15118 | LF | 60.00 | 60.000 | 63.000 | 63.000 | 718.00 | 45,234.00 | |||
| 0750 | S SPECIAL ITEM (REMOVABLE PLUG FOR 18 INCH DUCTILE IRON | 15120 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 980.00 | 980.00 | |||
| 0755 | S SPECIAL ITEM (REMOVABLE PLUG FOR 30 INCH DUCTILE IRON | 15120 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0006 SEWER - UK TRUNK A - HIGH STREET CROSSING | |||||||
| 0760 | STORM SEWER PIPE-30 IN (REPLACEMENT) | 00526 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0765 | S ENCASEMENT STEEL BORED RANGE 6 (60 INCH, BORE AND JACK) | 15019 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 4,315.00 | 1,208,200.00 | |||
| 0770 | S MANHOLE SPECIAL (FLAT TOP MANHOLE, 8 FOOT DIAMETER WITH | 15098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 34,100.00 | 34,100.00 | |||
| 0775 | S MANHOLE SPECIAL (6 FOOT DIAMETER (DEPTH 10.1 TO 14 FT) | 15098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,600.00 | 10,600.00 | |||
| 0780 | S PIPE SPECIAL (42 INCH GRAVITY SEWER PIPE (DIP W/ PROT | 15118 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 473.00 | 132,440.00 | |||
| 0785 | S PIPE SPECIAL (42 INCH GRAVITY SEWER PIPE (DIP W/ PROT | 15118 | LF | 15.00 | 15.000 | 11.000 | 11.000 | 940.00 | 10,340.00 | |||
| 0790 | S MANHOLE SPECIAL INST (PLUG MANHOLE INLET, 42 INCH SEWER) | 15573 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,600.00 | 8,600.00 | |||
| 8001 | COST PLUS WORK | 10080NSD | DOLL | 0.00 | 221,949.230 | 221,949.230 | 221,949.230 | 1.00 | 221,949.23 | |||
| 8002 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 80,745.260 | 80,745.260 | 80,745.260 | 1.00 | 80,745.26 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0007 SIGNING | |||||||
| 0795 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 463.00 | 463.000 | 445.450 | 445.450 | 14.50 | 6,459.02 | |||
| 0800 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 84.00 | 84.000 | 70.500 | 70.500 | 16.50 | 1,163.25 | |||
| 0805 | STEEL POST TYPE 1 | 06410 | LF | 642.00 | 642.000 | 652.500 | 652.500 | 10.25 | 6,688.12 | |||
| 0810 | BARCODE SIGN INVENTORY | 24631EC | EACH | 131.00 | 131.000 | 91.000 | 91.000 | 10.00 | 910.00 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0008 SIGNALIZATION | |||||||
| 0815 | CONDUIT-2 IN | 04795 | LF | 2,295.00 | 2,295.000 | 2,352.000 | 2,352.000 | 13.45 | 31,634.40 | |||
| 0820 | TRENCHING AND BACKFILLING | 04820 | LF | 860.00 | 860.000 | 710.000 | 710.000 | 4.49 | 3,187.90 | |||
| 0825 | OPEN CUT ROADWAY | 04821 | LF | 110.00 | 110.000 | 671.000 | 671.000 | 25.00 | 16,775.00 | |||
| 0830 | CABLE-NO. 14/7C | 04845 | LF | 7,840.00 | 7,840.000 | 5,780.000 | 5,780.000 | 1.58 | 9,132.40 | |||
| 0835 | MAST ARM POLE | 04881 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 15,000.00 | 105,000.00 | |||
| 0840 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,262.25 | 5,262.25 | |||
| 0845 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 11.00 | 11.000 | 58.890 | 58.890 | 89.86 | 5,291.85 | |||
| 0850 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 225.98 | 3,615.68 | |||
| 0855 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 207.00 | 3,726.00 | |||
| 0860 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 253.54 | 253.54 | |||
| 0865 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 207.00 | 1,035.00 | |||
| 0870 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 998.00 | 1,996.00 | |||
| 0875 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,151.00 | 6,906.00 | |||
| 0880 | VIDEO CAMERA | 20455NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 8,500.00 | 68,000.00 | |||
| 0885 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 195.00 | 1,560.00 | |||
| 0890 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 195.00 | 1,560.00 | |||
| 0895 | SPAN MOUNTED SIGN | 23052NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0900 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 26.90 | 26.900 | 32.000 | 32.000 | 500.00 | 16,000.00 | |||
| 0905 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,447.00 | 7,235.00 | |||
| 0910 | ILLUMINATED STREET SIGN | 23230EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,239.00 | 16,195.00 | |||
| 0915 | INSTALL PEDESTAL POST | 23235EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0920 | INSTALL VIDEO DETECTION CABLE | 23670EC | LF | 1,890.00 | 1,890.000 | 1,890.000 | 1,890.000 | 1.61 | 3,042.90 | |||
| 0925 | HDPE CONDUIT-2 IN-SCHEDULE 80 | 24121EC | LF | 290.00 | 290.000 | 960.000 | 960.000 | 3.25 | 3,120.00 | |||
| 0930 | PVC CONDUIT-2 IN-SCHEDULE 40 | 24124EC | LF | 295.00 | 295.000 | 390.000 | 390.000 | 3.25 | 1,267.50 | |||
| 0935 | SIGNAL CONTROLLER-TY 2070 | 24811EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 19,146.00 | 38,292.00 | |||
| 0940 | COMMUNICATION JUNCTION BOX | 24813ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,596.00 | 6,384.00 | |||
| 8012 | TEMPORARY SIGNAL MODIFICATION | 23163ED | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,866.50 | 7,733.00 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0009 LIGHTING | |||||||
| 0945 | POLE BASE | 04740 | EACH | 67.00 | 67.000 | 64.000 | 64.000 | 850.00 | 54,400.00 | |||
| 0950 | CONDUIT-2 IN | 04795 | LF | 1,240.00 | 1,240.000 | 454.000 | 454.000 | 13.45 | 6,106.30 | |||
| 0955 | TRENCHING AND BACKFILLING | 04820 | LF | 9,155.00 | 9,155.000 | 10,858.000 | 10,858.000 | 3.50 | 38,003.00 | |||
| 0960 | OPEN CUT ROADWAY | 04821 | LF | 350.00 | 350.000 | 514.000 | 514.000 | 25.00 | 12,850.00 | |||
| 0965 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,891.00 | 5,891.00 | |||
| 0970 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 260.00 | 260.000 | 48.690 | 48.690 | 77.25 | 3,761.30 | |||
| 0975 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 998.00 | 3,992.00 | |||
| 0980 | BORE AND JACK CONDUIT | 21543EN | LF | 90.00 | 90.000 | 254.000 | 254.000 | 29.50 | 7,493.00 | |||
| 0985 | HDPE CONDUIT-2 IN-SCHEDULE 80 | 24121EC | LF | 3,555.00 | 3,555.000 | 3,499.000 | 3,499.000 | 3.50 | 12,246.50 | |||
| 0990 | PVC CONDUIT-2 IN-SCHEDULE 40 | 24124EC | LF | 7,435.00 | 7,435.000 | 7,796.000 | 7,796.000 | 3.50 | 27,286.00 | |||
| 0995 | COMMUNICATION JUNCTION BOX | 24813ED | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,596.00 | 12,768.00 | |||
| 8011 | TRANSFORMER BASE | 04750 | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 1,302.76 | 2,605.52 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0010 MISCELLANEOUS - SOUTHEND PARK RETAINING WALL - DWG. 27348 | |||||||
| 1000 | PERFORATED PIPE-4 IN | 01000 | LF | 971.00 | 971.000 | 960.000 | 960.000 | 5.00 | 4,800.00 | |||
| 1005 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,550.00 | 3,550.00 | |||
| 1010 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 493.00 | 493.000 | 452.860 | 452.860 | 92.00 | 41,663.12 | |||
| 1015 | FLOWABLE FILL | 02220 | CUYD | 243.00 | 41.000 | 34.000 | 34.000 | 120.00 | 4,080.00 | |||
| 1020 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 755.00 | 755.000 | 189.667 | 189.667 | 2.50 | 474.16 | |||
| 1025 | PRE-DRILLING FOR PILES | 08039 | LF | 1,060.00 | 0.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 1030 | PRE-DRILLING FOR PILES | 08039 | LF | 841.00 | 0.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
| 1035 | PILES-STEEL HP12X73 | 08045 | LF | 878.00 | 878.000 | 838.703 | 838.703 | 51.00 | 42,773.85 | |||
| 1040 | PILES-STEEL HP14X145 | 08047 | LF | 471.00 | 489.170 | 489.170 | 489.170 | 134.00 | 65,548.78 | |||
| 1045 | PILES-STEEL HP14X102 | 08053 | LF | 213.00 | 213.000 | 206.480 | 206.480 | 82.00 | 16,931.36 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 510.00 | 510.000 | 504.260 | 504.260 | 375.00 | 189,097.50 | |||
| 1055 | CONCRETE-CLASS A MOD | 08101 | CUYD | 79.00 | 146.880 | 146.880 | 146.880 | 277.00 | 40,685.76 | |||
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 52,188.00 | 52,188.000 | 50,028.612 | 50,028.612 | 0.92 | 46,026.32 | |||
| 1065 | SHEAR CONNECTORS (APPROXIMATELY 474) | 08170 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 8,350.00 | 0.00 | |||
| 1070 | CONCRETE CLASS B | 20587ES601 | SQYD | 60.00 | 6.500 | 6.500 | 6.500 | 450.00 | 2,925.00 | |||
| 1075 | ROCK SOUNDINGS | 20745ED | LF | 1,060.00 | 888.850 | 888.850 | 888.850 | 30.00 | 26,665.50 | |||
| 1080 | ROCK CORINGS | 20746ED | LF | 1,196.00 | 1,829.450 | 1,829.450 | 1,829.450 | 69.00 | 126,232.05 | |||
| 1085 | ARCHITECTURAL TREATMENT | 23026ED | SQYD | 1,204.00 | 1,204.000 | 1,192.736 | 1,192.736 | 84.00 | 100,189.82 | |||
| 1090 | CONCRETE SEALANT | 23241EC | SQFT | 12,455.00 | 12,455.000 | 12,455.000 | 12,455.000 | 2.10 | 26,155.50 | |||
| 1095 | PEDESTRIAN RAIL | 23538EC | LF | 971.00 | 971.000 | 971.000 | 971.000 | 145.00 | 140,795.00 | |||
| 1100 | TIMBER LAGGING | 24132EC | SQFT | 3,202.00 | 10,201.460 | 10,201.460 | 10,201.460 | 12.75 | 130,068.61 | |||
| 1105 | DRAINAGE GEOCOMPOSITE | 24461ED | SQYD | 1,033.00 | 1,033.000 | 1,101.979 | 1,101.979 | 18.40 | 20,276.41 | |||
| 1110 | SPLICE PILES | 24619EC | EACH | 25.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1115 | REINFORCING BAR ANCHOR | 24796ED | EACH | 490.00 | 0.000 | 0.000 | 0.000 | 21.50 | 0.00 | |||
| 8005 | PILES-STEEL HP12X73 - New | 08045 | LF | 0.00 | 1,222.320 | 1,222.320 | 1,222.320 | 52.19 | 63,792.88 | |||
| 8006 | SHEAR CONNECTORS - Revised | 08170 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,700.00 | 16,700.00 | |||
| 8007 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 0.00 | 1,513.000 | 1,513.980 | 1,513.980 | 50.00 | 75,699.00 | |||
| 8009 | PRE-DRILLING FOR PILES - Revised | 08039 | LF | 0.00 | 1,826.000 | 1,826.000 | 1,826.000 | 112.16 | 204,804.16 | |||
| 8010 | ADMINISTRATIVE SETTLEMENT | 10104NX | DOLL | 0.00 | 105,877.720 | 105,877.720 | 105,877.720 | 1.00 | 105,877.72 | |||
| Project | DE03409221560 | Fed/State Project Number | FD04 SPP 034 NEW ROUTE | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1120 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 462,092.00 | 462,092.00 | |||
| 1125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 274,600.00 | 0.00 | |||
| SUBTOT | $13,515.40 |
$20,973,161.06 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0720-1-0I |
UTILITY INCIDENTAL | LF |
1,694.00 | 0011 | $5.620000 | $9,520.28 | ||||||
0725-1-0I |
UTILITY INCIDENTAL | LF |
1,152.00 | 0011 | $20.780000 | $23,938.56 | ||||||
0730-1-0I |
UTILITY INCIDENTAL | LF |
1,316.00 | 0011 | $47.480000 | $62,483.68 | ||||||
0735-1-0I |
UTILITY INCIDENTAL | LF |
60.00 | 0011 | $73.040000 | $4,382.40 | ||||||
0740-1-0I |
UTILITY INCIDENTAL | LF |
108.00 | 0011 | $259.980000 | $28,077.84 | ||||||
0715-1-0I |
UTILITY INCIDENTAL | LF |
759.00 | 0013 | $18.210000 | $13,821.39 | ||||||
0735-2-0I |
UTILITY INCIDENTAL | LF |
54.00 | 0013 | $73.040000 | $3,944.16 | ||||||
0835-7-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0034 | $6418.200000 | $12,836.40 | ||||||
0835-6-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $11250.000000 | $11,250.00 | ||||||
0835-5-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $8904.350000 | $8,904.35 | ||||||
0835-4-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $7597.150000 | $7,597.15 | ||||||
0835-2-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $4914.350000 | $4,914.35 | ||||||
0835-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0034 | $4566.650000 | $4,566.65 | ||||||
0815-1-0I |
R S CONDUIT | LF |
2,295.00 | 0038 | $3.450000 | $7,917.75 | ||||||
0870-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $242.580000 | $485.16 | ||||||
0875-1-0I |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0038 | $417.050000 | $1,251.15 | ||||||
0880-1-0I |
UTILITY INCIDENTAL | EACH |
8.00 | 0038 | $4312.530000 | $34,376.00 | ||||||
0870-2-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0039 | $242.580000 | $1,940.64 | ||||||
0910-1-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0041 | $2086.000000 | $16,688.00 | ||||||
0725-1-0A |
UTILITY INCIDENTAL | LF |
113.00 | 0011 | $20.780000 | $-2,348.14 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
103.00 | 0011 | $47.480000 | $-4,890.44 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
82.00 | 0012 | $47.480000 | $-3,893.36 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
132.00 | 0013 | $5.620000 | $-741.84 | ||||||
0725-1-0A |
UTILITY INCIDENTAL | LF |
556.00 | 0013 | $20.780000 | $-11,553.68 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
315.94 | 0013 | $47.480000 | $-15,000.83 | ||||||
0725-1-0A |
UTILITY INCIDENTAL | LF |
315.96 | 0014 | $20.780000 | $-6,565.65 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
254.30 | 0014 | $47.480000 | $-12,074.16 | ||||||
0735-2-0A |
UTILITY INCIDENTAL | LF |
54.00 | 0014 | $73.040000 | $-3,944.16 | ||||||
0735-1-0A |
UTILITY INCIDENTAL | LF |
60.00 | 0014 | $73.040000 | $-4,382.40 | ||||||
0740-1-0A |
UTILITY INCIDENTAL | LF |
54.50 | 0014 | $259.980000 | $-14,168.91 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
185.00 | 0015 | $18.210000 | $-3,368.85 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
95.00 | 0015 | $5.620000 | $-533.90 | ||||||
0725-1-0A |
UTILITY INCIDENTAL | LF |
167.04 | 0015 | $20.780000 | $-3,471.09 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
42.00 | 0015 | $47.480000 | $-1,994.16 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
143.50 | 0016 | $18.210000 | $-2,613.14 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
118.00 | 0016 | $5.620000 | $-663.16 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
45.00 | 0016 | $47.480000 | $-2,136.60 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
399.50 | 0017 | $18.210000 | $-7,274.90 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
947.19 | 0017 | $5.620000 | $-5,323.21 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
114.09 | 0018 | $5.620000 | $-641.19 | ||||||
0740-1-0A |
UTILITY INCIDENTAL | LF |
42.50 | 0018 | $259.980000 | $-11,049.15 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
28.39 | 0019 | $5.620000 | $-159.55 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
98.00 | 0019 | $47.480000 | $-4,653.04 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
239.21 | 0020 | $5.620000 | $-1,344.36 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
128.00 | 0020 | $47.480000 | $-6,077.44 | ||||||
0730-1-0A |
UTILITY INCIDENTAL | LF |
247.76 | 0026 | $47.480000 | $-11,763.65 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
20.00 | 0028 | $18.210000 | $-364.20 | ||||||
0720-1-0A |
UTILITY INCIDENTAL | LF |
20.12 | 0028 | $5.620000 | $-113.07 | ||||||
0815-1-0A |
R S CONDUIT | LF |
1,050.00 | 0042 | $3.450000 | $-3,622.50 | ||||||
0870-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0042 | $242.580000 | $-242.58 | ||||||
0870-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0042 | $242.580000 | $-242.58 | ||||||
0875-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0042 | $417.050000 | $-1,251.15 | ||||||
0815-1-0A |
R S CONDUIT | LF |
720.00 | 0044 | $3.450000 | $-2,484.00 | ||||||
0835-7-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0044 | $6418.200000 | $-12,836.40 | ||||||
0835-6-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $11250.000000 | $-11,250.00 | ||||||
0835-5-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $8904.350000 | $-8,904.35 | ||||||
0835-4-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $7597.150000 | $-7,597.15 | ||||||
0835-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $4914.350000 | $-4,914.35 | ||||||
0835-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0044 | $4566.650000 | $-4,566.65 | ||||||
0880-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0044 | $4312.530000 | $-12,891.00 | ||||||
0880-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0045 | $4312.530000 | $-4,297.00 | ||||||
0815-1-0A |
R S CONDUIT | LF |
512.00 | 0047 | $3.450000 | $-1,766.40 | ||||||
0870-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0047 | $242.580000 | $-242.58 | ||||||
0870-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0047 | $242.580000 | $-242.58 | ||||||
0880-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0048 | $4312.530000 | $-8,594.00 | ||||||
0815-1-0A |
R S CONDUIT | LF |
13.00 | 0049 | $3.450000 | $-44.85 | ||||||
0880-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0049 | $4312.530000 | $-8,594.00 | ||||||
0910-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.50 | 0049 | $2086.000000 | $-9,387.00 | ||||||
0715-10C |
UTILITY INCIDENTAL | LF |
0.00 | 0050 | $18.210000 | $-200.30 | ||||||
| SUBTOT | $11,616.26 |
|||||||||||