|
Report_Id: 191232 Est NO 0032 |
Date:05/14/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191232 | Estimate Number | 0032 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Puckett, Mark T. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 03/26/2021 TO 04/08/2021 | ||||||
| Date Approved | 04/16/2021 | ||||||
| Primary Proj Number | DE08900621932 | ||||||
| Project No. | FD04 SPP 089 0062 016-018 | ||||||
| Primary County | MUHLENBERG | ||||||
| Name of Road | EVERLY BROTHERS BLVD (US 62) | ||||||
| Description | WIDEN US 62 FROM WALMART TO US 431 | ||||||
| Date Let | 08/23/2019 | Formal Acceptance | |||||
| Date Awarded | 08/30/2019 | Date Work Began | 01/14/2020 | ||||
| Date Contract Executed | 09/18/2019 | Open To Traffic | |||||
| Date NTP Issued | 09/18/2019 | Actual Completion Date | |||||
| Current Contract Amount | $9,875,323.62 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,707,305.35 |
Total Earnings | $5,094,768.19 |
$4,942,344.02 |
$152,424.17 |
|
| Percent Complete | 52.99 |
Stockpiled Materials | $138,342.38 |
$138,342.38 |
$0.00 |
|
| Funds Available | $4,642,213.05 |
Gross Earnings | $5,233,110.57 |
$5,080,686.40 |
$152,424.17 |
|
| Total Change Orders | $168,018.27 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,233,110.57 |
$5,080,686.40 |
$152,424.17 |
|||
| Contract Id | 191232 | Change Order Summary |
County | MUHLENBERG | ||||||
| Estimate Nbr | 0032 | Project Number | FD04 SPP 089 0062 016-018 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 03/26/2021 TO 04/08/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | UTILITY RELOCATION | Approved | 07/07/2020 | $91,461.60 | 6.0 | |||||
| 003 | Sanitary Sewer Relocation | Approved | 03/31/2021 | $76,556.67 | 266.0 | |||||
| 004 | Water Line Reclocation #2 | Pending | 0 | $111,134.19 | 9.0 | |||||
| 005 | Trackless Tack Oil | Approved | 05/03/2021 | $0.00 | 1.0 | |||||
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 | 191232 | COMMONWEALTH OF KENTUCKY |
County | MUHLENBERG | ||||||
| Contract Type | ASBR ASPHALT SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE08900621932 | ||||||
| Estimate Nbr | 0032 | Period | 03/26/2021 TO 04/08/2021 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | 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 | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 8,006.00 | 8,006.000 | 96.700 | 5,465.620 | 5,562.320 | 26.95 | 2,606.06 | 149,904.52 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 500.00 | 500.000 | 337.140 | 337.140 | 24.10 | 8,125.07 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 21,489.00 | 21,489.000 | 18,478.310 | 18,478.310 | 24.60 | 454,566.42 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 9.60 | 9.600 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 1.20 | 1.200 | 0.000 | 0.000 | 670.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 2,781.00 | 2,781.000 | 399.540 | 399.540 | 74.55 | 29,785.70 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 14,363.00 | 14,363.000 | 2,243.290 | 2,243.290 | 66.40 | 148,954.45 | |||
| 0040 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 3,241.00 | 3,241.000 | 0.000 | 0.000 | 75.80 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 209.80 | 0.000 | 0.760 | 0.760 | 495.00 | 376.20 | |||
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 3,529.00 | 3,529.000 | 36.100 | 2,236.480 | 2,272.580 | 75.00 | 2,707.50 | 170,443.50 | |
| 0055 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 27,719.00 | 27,719.000 | 27,935.723 | 27,935.723 | 1.86 | 51,960.44 | |||
| 0060 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,170.00 | 0.00 | |||
| 0065 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 281.00 | 281.000 | 0.000 | 0.000 | 20.45 | 0.00 | |||
| 0070 | JOINT ADHESIVE | 20071EC | LF | 42,908.00 | 42,908.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0075 | HIGH STRENGTH GEOTEXTILE FABRIC TY V | 22861EN | SQYD | 23,270.00 | 23,270.000 | 18,091.800 | 18,091.800 | 3.25 | 58,798.35 | |||
| 0080 | CONCRETE TRENCH | 23314EC | LF | 1,329.00 | 1,329.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 8008 | ASPHALT MATERIAL FOR TACK NON-TRACKING ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 124.873 | 0.000 | 0.000 | 831.65 | 0.00 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0002 ROADWAY | |||||||
| 0085 | REMOVE PIPE | 01310 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 22.42 | 1,165.84 | |||
| 0090 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0095 | REMOVE DROP BOX INLET | 01585 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 373.80 | 747.60 | |||
| 0100 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 10,349.10 | 10,349.100 | 56.000 | 4,051.000 | 4,107.000 | 17.00 | 952.00 | 69,819.00 | |
| 0110 | STANDARD HEADER CURB | 01875 | LF | 245.60 | 245.600 | 103.300 | 103.300 | 25.00 | 2,582.50 | |||
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 32.00 | 32.000 | 17.000 | 17.000 | 6.00 | 102.00 | |||
| 0120 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0125 | BARRICADE-TYPE III | 02014 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 203.45 | 0.00 | |||
| 0130 | REMOVE PAVEMENT | 02091 | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 9.60 | 0.00 | |||
| 0135 | TEMP DITCH | 02159 | LF | 4,507.00 | 4,507.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | CLEAN TEMP DITCH | 02160 | LF | 2,253.00 | 2,253.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | EMBANKMENT IN PLACE | 02230 | CUYD | 65,541.00 | 65,541.000 | 38,370.000 | 38,370.000 | 10.16 | 389,839.20 | |||
| 0150 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 700.00 | 700.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,368.75 | 2,368.750 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0165 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 633.00 | 633.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0180 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 2,200.00 | 8,800.00 | |||
| 0185 | TEMP GUARDRAIL | 02397 | LF | 2,237.50 | 2,237.500 | 1,844.500 | 1,844.500 | 7.00 | 12,911.50 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 146.74 | 0.00 | |||
| 0195 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 146.74 | 0.00 | |||
| 0200 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 109.36 | 0.00 | |||
| 0205 | CHANNEL LINING CLASS II | 02483 | TON | 217.00 | 217.000 | 117.050 | 117.050 | 33.51 | 3,922.34 | |||
| 0210 | CHANNEL LINING CLASS III | 02484 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 42.30 | 0.00 | |||
| 0215 | CLEARING AND GRUBBING (APPROXIMATELY 28.894 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 108,334.57 | 81,250.92 | |||
| 0220 | CONCRETE-CLASS B | 02555 | CUYD | 61.37 | 61.370 | -23.000 | 23.000 | 0.000 | 950.00 | -21,850.00 | 0.00 | |
| 0225 | TEMPORARY SIGNS | 02562 | SQFT | 445.50 | 445.500 | 504.000 | 504.000 | 5.50 | 2,772.00 | |||
| 0230 | EDGE KEY | 02585 | LF | 471.00 | 471.000 | 0.000 | 0.000 | 15.55 | 0.00 | |||
| 0235 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 23,835.00 | 23,835.000 | 1,339.160 | 7,232.036 | 8,571.196 | 2.00 | 2,678.32 | 17,142.39 | |
| 0240 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 320.40 | 0.00 | |||
| 0245 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 170,147.26 | 161,639.89 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,204.00 | 12,816.00 | |||
| 0255 | SAFELOADING | 02690 | CUYD | 37.20 | 37.200 | 20.000 | 20.000 | 350.00 | 7,000.00 | |||
| 0260 | TEMP SILT FENCE | 02701 | LF | 4,507.00 | 4,507.000 | 864.000 | 864.000 | 3.27 | 2,825.28 | |||
| 0265 | SILT TRAP TYPE A | 02703 | EACH | 29.00 | 29.000 | 6.000 | 6.000 | 326.81 | 1,960.86 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 29.00 | 29.000 | 4.000 | 62.000 | 66.000 | 273.41 | 1,093.64 | 18,045.06 | |
| 0275 | SILT TRAP TYPE C | 02705 | EACH | 29.00 | 29.000 | 7.000 | 7.000 | 220.01 | 1,540.07 | |||
| 0280 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 29.00 | 29.000 | 7.000 | 7.000 | 0.01 | 0.07 | |||
| 0285 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 29.00 | 29.000 | 84.000 | 84.000 | 0.01 | 0.84 | |||
| 0290 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 29.00 | 29.000 | 12.000 | 12.000 | 0.01 | 0.12 | |||
| 0295 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 5,946.90 | 5,946.900 | 23.600 | 2,000.670 | 2,024.270 | 40.50 | 955.80 | 81,982.93 | |
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 58,740.00 | 29,370.00 | |||
| 0305 | REMOVE STRUCTURE (BRIDGE OVER CSX RAILROAD) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 205,000.00 | 0.00 | |||
| 0310 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 534.00 | 0.00 | |||
| 0315 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 880.00 | 880.000 | 0.000 | 0.000 | 40.67 | 0.00 | |||
| 0320 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,716.00 | 1,716.000 | 1,010.664 | 1,010.664 | 1.35 | 1,364.39 | |||
| 0325 | TEMP MULCH | 05952 | SQYD | 92,298.00 | 92,298.000 | 39,144.440 | 39,144.440 | 0.08 | 3,131.55 | |||
| 0330 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 69,922.00 | 69,922.000 | 20,954.111 | 20,954.111 | 0.10 | 2,095.41 | |||
| 0335 | INITIAL FERTILIZER | 05963 | TON | 2.40 | 2.400 | 0.250 | 1.525 | 1.775 | 900.00 | 225.00 | 1,597.50 | |
| 0340 | MAINTENANCE FERTILIZER | 05964 | TON | 0.10 | 0.100 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0345 | SEEDING AND PROTECTION | 05985 | SQYD | 77,893.00 | 77,893.000 | 6,433.330 | 22,844.000 | 29,277.330 | 0.31 | 1,994.33 | 9,075.97 | |
| 0350 | SODDING | 05990 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0355 | AGRICULTURAL LIMESTONE | 05992 | TON | 92.00 | 92.000 | 3.000 | 18.300 | 21.300 | 65.00 | 195.00 | 1,384.50 | |
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 62,818.00 | 62,818.000 | 545.000 | 34,396.000 | 34,941.000 | 0.25 | 136.25 | 8,735.25 | |
| 0365 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 34,546.00 | 34,546.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0370 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,539.00 | 1,539.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 0375 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 295.00 | 295.000 | 0.000 | 0.000 | 9.95 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 107.00 | 107.000 | 0.000 | 0.000 | 12.95 | 0.00 | |||
| 0385 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 399.00 | 399.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 59.00 | 59.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0405 | PAVEMENT MARKER TYPE IV-MW | 06580 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 0410 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 180.00 | 180.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 0415 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 47,408.00 | 47,408.000 | -16,246.670 | -16,246.670 | 1.00 | -16,246.67 | |||
| 0425 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 49,110.00 | 49,110.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | SAWCUT PAVEMENT | 20550ND | LF | 47.00 | 47.000 | 0.000 | 0.000 | 4.27 | 0.00 | |||
| 0435 | LONGITUDINAL EDGE KEY | 21289ED | LF | 12,253.00 | 12,253.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0440 | RAIL SYSTEM TYPE III | 21532ED | LF | 120.00 | 120.000 | 0.000 | 0.000 | 109.00 | 0.00 | |||
| 0445 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 534.00 | 534.00 | |||
| 0450 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 25,867.00 | 25,867.000 | 5,482.000 | 5,482.000 | 0.72 | 3,947.04 | |||
| 0455 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 517.00 | 517.000 | 72.000 | 72.000 | 50.00 | 3,600.00 | |||
| 0460 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,325.00 | 2,325.000 | 0.000 | 0.000 | 6.60 | 0.00 | |||
| 0465 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 295.00 | 0.00 | |||
| 0470 | PIPELINE INSPECTION | 24814EC | LF | 4,556.00 | 4,556.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
| 0475 | REMOVE PAVEMENT MARKER | 24880EC | EACH | 90.00 | 90.000 | 70.000 | 70.000 | 5.34 | 373.80 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0003 DRAINAGE | |||||||
| 0480 | ENTRANCE PIPE-15 IN | 00440 | LF | 389.00 | 389.000 | 134.000 | 134.000 | 38.88 | 5,209.92 | |||
| 0485 | CULVERT PIPE-15 IN | 00461 | LF | 147.00 | 147.000 | 126.000 | 126.000 | 39.47 | 4,973.22 | |||
| 0490 | CULVERT PIPE-18 IN | 00462 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 55.00 | 2,750.00 | |||
| 0495 | CULVERT PIPE-24 IN | 00464 | LF | 151.00 | 151.000 | 80.000 | 80.000 | 77.00 | 6,160.00 | |||
| 0500 | STORM SEWER PIPE-12 IN | 00520 | LF | 121.00 | 121.000 | 124.300 | 124.300 | 43.68 | 5,429.42 | |||
| 0505 | STORM SEWER PIPE-15 IN | 00521 | LF | 5,458.00 | 5,458.000 | 755.000 | 2,230.600 | 2,985.600 | 41.57 | 31,385.35 | 124,111.39 | |
| 0510 | STORM SEWER PIPE-18 IN | 00522 | LF | 2,434.00 | 2,434.000 | 2,079.300 | 2,079.300 | 44.86 | 93,277.39 | |||
| 0515 | STORM SEWER PIPE-24 IN | 00524 | LF | 302.00 | 302.000 | 110.000 | 138.000 | 248.000 | 82.34 | 9,057.40 | 20,420.32 | |
| 0520 | PERFORATED PIPE-6 IN | 01001 | LF | 5,163.30 | 5,163.300 | 278.900 | 278.900 | 3.27 | 912.00 | |||
| 0525 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 653.00 | 653.000 | 22.000 | 22.000 | 3.27 | 71.94 | |||
| 0530 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0535 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0540 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 1,350.00 | 4,050.00 | |||
| 0545 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,500.00 | 12,000.00 | |||
| 0550 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,675.00 | 3,350.00 | |||
| 0555 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0560 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0565 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0570 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0575 | CURB BOX INLET TYPE A | 01456 | EACH | 56.00 | 56.000 | 0.500 | 25.000 | 25.500 | 5,000.00 | 2,500.00 | 127,500.00 | |
| 0580 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 5,600.00 | 2,800.00 | |||
| 0585 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0590 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 3,800.00 | 15,200.00 | |||
| 0595 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.750 | 0.750 | 4,400.00 | 3,300.00 | |||
| 0600 | DROP BOX INLET TYPE 11 | 01544 | EACH | 17.00 | 17.000 | 1.000 | 8.500 | 9.500 | 2,650.00 | 2,650.00 | 25,175.00 | |
| 0605 | DROP BOX INLET TYPE 12A | 01550 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 600.00 | 33,000.00 | |||
| 0610 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0615 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0620 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 3,000.00 | 1,500.00 | |||
| 0625 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0630 | ENTRANCE PIPE-36 IN | 22581EN | LF | 81.00 | 81.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0635 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 208.00 | 208.000 | 246.000 | 246.000 | 125.00 | 30,750.00 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0004 BRIDGE - CSX RR & STREAM - DWG. 26737 | |||||||
| 0640 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 128.00 | 128.000 | 77.000 | 77.000 | 68.00 | 5,236.00 | |||
| 0645 | MASONRY COATING | 02998 | SQYD | 996.00 | 996.000 | 108.660 | 108.660 | 11.00 | 1,195.26 | |||
| 0650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 102.00 | 102.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0655 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 529.00 | 529.000 | 449.000 | 449.000 | 40.00 | 17,960.00 | |||
| 0660 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,100.00 | 1,100.000 | 369.390 | 369.390 | 40.00 | 14,775.60 | |||
| 0665 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 395.00 | 395.000 | 124.200 | 124.200 | 40.45 | 5,023.89 | |||
| 0670 | TEST PILES | 08033 | LF | 185.00 | 185.000 | 185.000 | 185.000 | 70.00 | 12,950.00 | |||
| 0675 | COFFERDAM (PIER 1) | 08037 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 135,224.00 | 101,418.00 | |||
| 0680 | COFFERDAM (PIER 2) | 08037 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 135,224.00 | 101,418.00 | |||
| 0685 | PILES-STEEL HP12X53 | 08046 | LF | 942.00 | 942.000 | 588.000 | 588.000 | 67.00 | 39,396.00 | |||
| 0690 | PILES-STEEL HP14X73 | 08050 | LF | 605.00 | 605.000 | 386.620 | 386.620 | 89.07 | 34,436.24 | |||
| 0695 | PILE POINTS-12 IN | 08094 | EACH | 18.00 | 18.000 | 12.000 | 12.000 | 105.00 | 1,260.00 | |||
| 0700 | PILE POINTS-14 IN | 08095 | EACH | 26.00 | 26.000 | 16.000 | 16.000 | 130.00 | 2,080.00 | |||
| 0705 | CONCRETE-CLASS A | 08100 | CUYD | 324.00 | 324.000 | 53.100 | 217.500 | 270.600 | 795.00 | 42,214.50 | 215,127.00 | |
| 0710 | CONCRETE-CLASS AA | 08104 | CUYD | 539.00 | 539.000 | 0.000 | 0.000 | 732.00 | 0.00 | |||
| 0715 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0720 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0725 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0730 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 0735 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 55,887.00 | 55,887.000 | 35,518.000 | 35,518.000 | 1.01 | 35,873.18 | |||
| 0745 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 154,967.00 | 154,967.000 | 2,657.000 | 2,657.000 | 1.13 | 3,002.41 | |||
| 0750 | APPROACH SLAB | 08500 | SQYD | 212.00 | 212.000 | 0.000 | 0.000 | 222.28 | 0.00 | |||
| 0755 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 486.00 | 486.000 | 0.000 | 0.000 | 67.89 | 0.00 | |||
| 0760 | RAIL SYSTEM TYPE III | 21532ED | LF | 486.00 | 486.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0765 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 1,434.00 | 1,434.000 | 956.000 | 956.000 | 413.00 | 394,828.00 | |||
| 0770 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 78.15 | 0.00 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0005 SEWER | |||||||
| 0775 | S PUMP STATION | 15119 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 9,185.00 | 36,740.00 | |||
| 0780 | S ENCASEMENT STEEL BORED RANGE 1 ((8-IN CS / 2-IN CR) | 15014 | LF | 185.00 | 185.000 | 200.000 | 200.000 | 120.00 | 24,000.00 | |||
| 0785 | S LATERAL SPECIAL (1-1/4-IN SDR 21 PVC PIPE AT 116 LF) (RE | 15091 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,624.00 | 1,624.00 | |||
| 0790 | S DIRECTIONAL BORE (UNCASED DRIVEWAY BORE 2-IN) | 15011 | LF | 370.00 | 370.000 | 305.000 | 305.000 | 60.00 | 18,300.00 | |||
| 0795 | S FORCE MAIN TIE-IN SPECIAL (CONNECT TO EXISTING MANHOLE) | 15081 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0800 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,420.00 | 0.00 | |||
| 0805 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 1,112.00 | 1,112.000 | 1,112.000 | 1,112.000 | 16.00 | 17,792.00 | |||
| 0810 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 1,112.00 | 1,112.000 | 3,139.000 | 3,139.000 | 18.00 | 56,502.00 | |||
| 8001 | INSTALL MANHOLE INSTALL MANHOLE | 23532EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 8002 | SANITARY SEWER MANHOLE-INSTALL SANITARY SEWER MANHOLE-INSTALL | 23657EC | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 9,000.00 | 9,000.00 | 9,000.00 | |
| 8003 | S PIPE PVC 12 INCH S PIPE PVC 12 INCH | 15114 | LF | 0.00 | 247.000 | 241.000 | 0.000 | 241.000 | 105.61 | 25,452.01 | 25,452.01 | |
| 8004 | S MANHOLE ABANDON/REMOVE S MANHOLE ABANDON/REMOVE | 15093 | EACH | 0.00 | 3.000 | 2.000 | 0.000 | 2.000 | 3,000.00 | 6,000.00 | 6,000.00 | |
| 8005 | S ENCASEMENT STEEL BORED RANGE 2 S ENCASEMENT STEEL BORED RANGE 2 | 15015 | LF | 0.00 | 100.000 | 100.000 | 0.000 | 100.000 | 324.71 | 32,471.00 | 32,471.00 | |
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0006 SIGNALIZATION | |||||||
| 0815 | CONDUIT-1 IN | 04792 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 0820 | CONDUIT-1 1/4 IN | 04793 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0825 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0830 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0835 | TRENCHING AND BACKFILLING | 04820 | LF | 255.00 | 255.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0840 | LOOP WIRE | 04830 | LF | 2,350.00 | 2,350.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0845 | CABLE-NO. 14/5C | 04844 | LF | 1,725.00 | 1,725.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0850 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,250.00 | 2,250.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 0855 | MESSENGER-10800 LB | 04885 | LF | 385.00 | 385.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0860 | LOOP SAW SLOT AND FILL | 04895 | LF | 905.00 | 905.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0865 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,250.00 | 0.00 | |||
| 0870 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,250.00 | 0.00 | |||
| 0875 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 185.00 | 0.00 | |||
| 0880 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0885 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0890 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0895 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 17.27 | 17.270 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0900 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0007 WATERLINE | |||||||
| 0905 | W PIPE DUCTILE IRON 12 INCH (INCLUDING FITTINGS) | 14039 | LF | 5,325.00 | 5,325.000 | 5,483.500 | 5,483.500 | 56.00 | 307,076.00 | |||
| 0910 | W PIPE DUCTILE IRON 06 INCH (INCLUDING FITTINGS) | 14036 | LF | 4,439.00 | 5,053.000 | 4,858.000 | 4,858.000 | 38.00 | 184,604.00 | |||
| 0915 | W PIPE DUCTILE IRON 08 INCH (INCLUDING FITTINGS) | 14037 | LF | 60.00 | 60.000 | 53.000 | 53.000 | 54.00 | 2,862.00 | |||
| 0920 | W ENCASEMENT STEEL BORED RANGE 2 (20-IN CS / 12-IN CR) | 14007 | LF | 330.00 | 330.000 | 301.000 | 301.000 | 275.00 | 82,775.00 | |||
| 0925 | W ENCASEMENT STEEL BORED RANGE 1 (12-IN CS / 6-IN CR) | 14006 | LF | 150.00 | 280.000 | 300.000 | 300.000 | 225.00 | 67,500.00 | |||
| 0930 | W DIRECTIONAL BORE (UNCASED 12-IN DRIVEWAY BORE) | 14004 | LF | 560.00 | 560.000 | 318.000 | 318.000 | 75.00 | 23,850.00 | |||
| 0935 | W DIRECTIONAL BORE (UNCASED 6-IN DRIVEWAY BORE) | 14004 | LF | 380.00 | 380.000 | 225.000 | 225.000 | 60.00 | 13,500.00 | |||
| 0940 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,665.00 | 3,330.00 | |||
| 0945 | W SPECIAL ITEM (CREEK CROSSING - 10 LF) (REVISED: 8-22- | 14154 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0950 | W TAPPING SLEEVE AND VALVE SIZE 2 (12-IN X 12-IN) | 14090 | EACH | 4.00 | 6.000 | 5.000 | 5.000 | 6,615.00 | 33,075.00 | |||
| 0955 | W TAPPING SLEEVE AND VALVE SIZE 1 (6-IN X 6-IN) | 14089 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 3,350.00 | 36,850.00 | |||
| 0960 | W TAPPING SLEEVE AND VALVE SIZE 1 (8-IN X 8-IN) | 14089 | EACH | 1.00 | 3.000 | 1.000 | 1.000 | 4,055.00 | 4,055.00 | |||
| 0965 | W VALVE 12 INCH | 14108 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,980.00 | 2,980.00 | |||
| 0970 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,275.00 | 1,275.00 | |||
| 0975 | W FIRE HYDRANT ASSEMBLY (W/ NEW 6-IN VALVE) | 14019 | EACH | 10.00 | 11.000 | 10.000 | 10.000 | 4,900.00 | 49,000.00 | |||
| 0980 | W CAP EXISTING MAIN (12-IN) | 14003 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,580.00 | 7,900.00 | |||
| 0985 | W CAP EXISTING MAIN (6-IN) | 14003 | EACH | 9.00 | 11.000 | 10.000 | 10.000 | 1,200.00 | 12,000.00 | |||
| 0990 | W CAP EXISTING MAIN (8-IN) | 14003 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0995 | W VALVE SPECIAL (INSERTION METHOD - 6-IN) | 14124 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,915.00 | 7,915.00 | |||
| 1000 | W METER RELOCATE (ALL ITEMS EXCEPT NEW METER) | 14030 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 1,350.00 | 16,200.00 | |||
| 1005 | W SERV PE/PLST SHORT SIDE 3/4 IN (COPPER: TAP TO METER) | 14085 | EACH | 19.00 | 19.000 | 35.000 | 35.000 | 1,635.00 | 57,225.00 | |||
| 1020 | W SPECIAL ITEM (PIPE DUCTILE IRON 12-IN RESTRAINING GAS | 14154 | EACH | 6.00 | 6.000 | 70.000 | 70.000 | 175.00 | 12,250.00 | |||
| 8000 | OPEN CUT W/ STEEL ENCASEMENT OPEN CUT W/ STEEL ENCASEMENT | 21788ED | LF | 0.00 | 65.000 | 50.000 | 50.000 | 157.53 | 7,876.61 | |||
| 8006 | STAKING STAKING - WATERLINE RELOCATION #2 | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE08900621932 | Fed/State Project Number | FD04 SPP 089 0062 016-018 | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1010 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 414,474.41 | 414,474.41 | |||
| 1015 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 152,040.00 | 0.00 | |||
| 8007 | MOBILIZATION MOBILIZATION - WATERLINE RELOCATION #2 | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 4,635.19 | 0.00 | |||
| SUBTOT | $152,424.16 |
$5,094,768.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0765-1-0I |
I BEAM, TYPE 2 | LF |
1,199.00 | 0014 | $229.900000 | $0.00 | ||||||
0765-3-0I |
I BEAM, TYPE 2 | LF |
1,434.00 | 0015 | $243.700000 | $349,457.20 | ||||||
0155-1-0I |
GDRAIL GALV AW .109 | LF |
2,350.00 | 0019 | $9.310000 | $21,856.65 | ||||||
0765-3-0A |
I BEAM, TYPE 2 | LF |
956.00 | 0030 | $243.700000 | $-232,971.47 | ||||||
0765-10C |
I BEAM, TYPE 2 | LF |
0.00 | 0015 | $0.000000 | $0.00 | ||||||
0765-20C |
I BEAM, TYPE 2 | LF |
0.00 | 0015 | $243.700000 | $0.00 | ||||||
| SUBTOT | $138,342.38 |
|||||||||||