|
Report_Id: 201311 Est NO 0010 |
Date:05/14/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201311 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 04/24/2021 TO 05/07/2021 | ||||||
| Date Approved | 05/14/2021 | ||||||
| Primary Proj Number | DE09001502011 | ||||||
| Project No. | STP 1501 (123) | ||||||
| Primary County | NELSON | ||||||
| Name of Road | SPRINGFIELD ROAD (US 150) | ||||||
| Description | WIDEN FROM NEAR KY 245 THROUGH THE BLUEGRASS INTERCHANGE TO JUST PAST LESLIE BALLARD ROAD | ||||||
| Date Let | 10/23/2020 | Formal Acceptance | |||||
| Date Awarded | 11/04/2020 | Date Work Began | 12/28/2020 | ||||
| Date Contract Executed | 12/07/2020 | Open To Traffic | |||||
| Date NTP Issued | 12/07/2020 | Actual Completion Date | |||||
| Current Contract Amount | $7,992,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,992,000.00 |
Total Earnings | $1,273,237.18 |
$1,158,244.04 |
$114,993.14 |
|
| Percent Complete | 16.54 |
Stockpiled Materials | $48,798.75 |
$48,798.75 |
$0.00 |
|
| Funds Available | $6,669,964.07 |
Gross Earnings | $1,322,035.93 |
$1,207,042.79 |
$114,993.14 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,322,035.93 |
$1,207,042.79 |
$114,993.14 |
|||
| Contract Id | 201311 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0010 | Project Number | STP 1501 (123) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 04/24/2021 TO 05/07/2021 | |||||||
| 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 | 201311 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09001502011 | ||||||
| Estimate Nbr | 0010 | Period | 04/24/2021 TO 05/07/2021 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | 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 | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 16,261.00 | 16,261.000 | 23.550 | 2,295.660 | 2,319.210 | 25.00 | 588.75 | 57,980.25 | |
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 93.00 | 93.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 795.00 | 0.00 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 3,320.00 | 3,320.000 | 0.000 | 0.000 | 81.85 | 0.00 | |||
| 0025 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 14,406.00 | 14,406.000 | 1,096.435 | 0.000 | 1,096.435 | 71.00 | 77,846.88 | 77,846.88 | |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,294.00 | 1,294.000 | 0.000 | 0.000 | 82.75 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,221.00 | 7,221.000 | 0.000 | 0.000 | 78.25 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 4,043.00 | 4,043.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 115.00 | 115.000 | 0.000 | 0.000 | 67.05 | 0.00 | |||
| 0050 | CONCRETE-CLASS B | 02555 | CUYD | 99.00 | 99.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,507.00 | 2,507.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0060 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 558.00 | 558.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0065 | CONCRETE TRENCH | 23314EC | LF | 3,264.00 | 3,264.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0850 | ASPHALT MATERIAL FOR TACK NON-TRACKING (REVISED: 10-21-20) | 24970EC | TON | 55.00 | 55.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0002 ROADWAY | |||||||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 21,056.00 | 21,056.000 | 3,109.090 | 3,109.090 | 22.00 | 68,399.98 | |||
| 0075 | REMOVE DROP BOX INLET | 01585 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0080 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,100.00 | 0.00 | |||
| 0085 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 1,396.00 | 1,396.000 | 0.000 | 0.000 | 19.95 | 0.00 | |||
| 0095 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 7,391.00 | 7,391.000 | 0.000 | 0.000 | 21.35 | 0.00 | |||
| 0100 | REMOVE CURB AND GUTTER | 01812 | LF | 953.00 | 953.000 | 312.000 | 312.000 | 5.00 | 1,560.00 | |||
| 0105 | BARRIER CURB AND GUTTER | 01815 | LF | 772.00 | 772.000 | 0.000 | 0.000 | 28.05 | 0.00 | |||
| 0110 | ASPHALT WEDGE CURB | 01897 | LF | 1,058.00 | 1,058.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0125 | BARRICADE-TYPE III | 02014 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0130 | REMOVE PAVEMENT | 02091 | SQYD | 1,003.00 | 1,003.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0135 | TEMP DITCH | 02159 | LF | 3,250.00 | 3,250.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0140 | CLEAN TEMP DITCH | 02160 | LF | 3,250.00 | 3,250.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0145 | REMOVE PAVED DITCH | 02165 | SQYD | 61.00 | 61.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0150 | WATER | 02242 | MGAL | 118.00 | 118.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 1,884.00 | 1,884.000 | 0.000 | 0.000 | 5.90 | 0.00 | |||
| 0160 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 2,434.00 | 2,434.000 | 0.000 | 0.000 | 1.60 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0190 | CHANNEL LINING CLASS II | 02483 | TON | 4,231.00 | 4,231.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0195 | CHANNEL LINING CLASS III | 02484 | TON | 41.00 | 41.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0200 | CLEARING AND GRUBBING (APPROXIMATELY 21.5 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 60,000.00 | 48,000.00 | |||
| 0205 | TEMPORARY SIGNS | 02562 | SQFT | 850.00 | 850.000 | 556.000 | 556.000 | 4.00 | 2,224.00 | |||
| 0210 | EDGE KEY | 02585 | LF | 259.00 | 259.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0215 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 7,249.00 | 7,249.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0220 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 127,790.00 | 127,790.000 | 10,008.350 | 10,008.350 | 1.50 | 15,012.52 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.020 | 0.160 | 0.180 | 115,000.00 | 2,300.00 | 20,700.00 | |
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0235 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0240 | SAFELOADING | 02690 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0245 | TEMP SILT FENCE | 02701 | LF | 6,500.00 | 6,500.000 | 2,553.000 | 2,553.000 | 2.00 | 5,106.00 | |||
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 42.00 | 42.000 | 7.000 | 7.000 | 200.00 | 1,400.00 | |||
| 0255 | SILT TRAP TYPE B | 02704 | EACH | 42.00 | 42.000 | 17.000 | 17.000 | 125.00 | 2,125.00 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 42.00 | 42.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 0265 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 42.00 | 42.000 | 2.000 | 2.000 | 1.00 | 2.00 | |||
| 0275 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 551.00 | 551.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0285 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 25.00 | 25.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0290 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.020 | 0.160 | 0.180 | 60,000.00 | 1,200.00 | 10,800.00 | |
| 0295 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,123.00 | 7,123.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0305 | TEMP MULCH | 05952 | SQYD | 135,520.00 | 135,520.000 | 19,360.000 | 19,360.000 | 0.17 | 3,291.20 | |||
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 101,640.00 | 101,640.000 | 29,040.000 | 29,040.000 | 0.17 | 4,936.80 | |||
| 0315 | INITIAL FERTILIZER | 05963 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0320 | MAINTENANCE FERTILIZER | 05964 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0325 | SEEDING AND PROTECTION | 05985 | SQYD | 84,217.00 | 84,217.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0330 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 4,475.00 | 4,475.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0335 | SODDING | 05990 | SQYD | 6,219.00 | 6,219.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0340 | AGRICULTURAL LIMESTONE | 05992 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0345 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 35,000.00 | 35,000.000 | 4,138.000 | 4,138.000 | 0.20 | 827.60 | |||
| 0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 868.00 | 868.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0355 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0360 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 32.00 | 32.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0365 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 1,794.00 | 1,794.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0370 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,288.00 | 1,288.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0375 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 317.00 | 317.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 178.00 | 178.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 11,709.00 | 11,709.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 67.00 | 67.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0420 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 705.00 | 705.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0425 | FUEL ADJUSTMENT | 10020NS | DOLL | 78,492.00 | 78,492.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 114,813.00 | 114,813.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0435 | JOINT ADHESIVE | 20071EC | LF | 16,939.00 | 16,939.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0440 | TEMPORARY PIPE | 20166ES810 | LF | 200.00 | 200.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
| 0445 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0450 | SAWCUT PAVEMENT | 20550ND | LF | 19,283.00 | 19,283.000 | 3,776.000 | 3,776.000 | 1.50 | 5,664.00 | |||
| 0455 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 2.00 | 2.000 | 0.500 | 0.500 | 250.00 | 125.00 | |||
| 0460 | LONGITUDINAL EDGE KEY | 21289ED | LF | 16,270.00 | 16,270.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0465 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 18.10 | 0.00 | |||
| 0470 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 22,500.00 | 22,500.000 | 2,961.000 | 2,961.000 | 0.55 | 1,628.55 | |||
| 0475 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 180.00 | 180.000 | 0.000 | 0.000 | 19.95 | 0.00 | |||
| 0480 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 360.00 | 360.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0485 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0490 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 476.00 | 476.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0495 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 659.00 | 659.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0500 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 60.00 | 300.00 | |||
| 0505 | GROUT | 23911EC | CUYD | 5.00 | 5.000 | 28.000 | 28.000 | 200.00 | 5,600.00 | |||
| 0510 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0515 | INLAID PAVEMENT MARKER | 24489EC | EACH | 647.00 | 647.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0520 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 86.00 | 86.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0525 | REMOVE (3 Ramps) | 24894EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0830 | PAVE STRIPING-THERMO-6 IN W-WET REFLECT (ADDED: 10-12-20) | 25008EC | LF | 16,206.00 | 16,206.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0835 | PAVE STRIPING-THERMO-6 IN Y-WET REFLECT (ADDED: 10-12-20) | 25009EC | LF | 22,796.00 | 22,796.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0840 | GROOVE FOR PAVE STRIPING - 7 IN (ADDED: 10-12-20) | 25019EC | LF | 39,002.00 | 39,002.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0845 | EMBANKMENT IN PLACE (REVISED: 10-21-20) | 02230 | CUYD | 56,329.00 | 56,329.000 | 1,455.000 | 7,029.000 | 8,484.000 | 16.50 | 24,007.50 | 139,986.00 | |
| 8001 | EW~ 6" minus material for rock roadbed | 10092EX | TON | 0.00 | 0.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0003 DRAINAGE | |||||||
| 0530 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0535 | CULVERT PIPE-15 IN | 00461 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0540 | CULVERT PIPE-18 IN | 00462 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0545 | CULVERT PIPE-24 IN | 00464 | LF | 90.00 | 90.000 | 6.000 | 6.000 | 80.00 | 480.00 | |||
| 0550 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,544.00 | 4,544.000 | 2,298.000 | 2,298.000 | 52.00 | 119,496.00 | |||
| 0555 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,137.00 | 1,137.000 | 605.000 | 605.000 | 64.00 | 38,720.00 | |||
| 0560 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,312.00 | 1,312.000 | 584.330 | 584.330 | 80.00 | 46,746.40 | |||
| 0565 | PERFORATED PIPE-4 IN | 01000 | LF | 16,727.00 | 16,727.000 | 1,033.000 | 1,033.000 | 10.00 | 10,330.00 | |||
| 0570 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,775.00 | 5,775.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0575 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0580 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0585 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0590 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0595 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0600 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0605 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 1.500 | 1.500 | 3,200.00 | 4,800.00 | |||
| 0610 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0615 | CURB BOX INLET TYPE A | 01456 | EACH | 39.00 | 39.000 | 1.000 | 14.500 | 15.500 | 4,900.00 | 4,900.00 | 75,950.00 | |
| 0620 | CURB BOX INLET TYPE F | 01487 | EACH | 15.00 | 15.000 | 0.500 | 8.000 | 8.500 | 4,000.00 | 2,000.00 | 34,000.00 | |
| 0625 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 0.500 | 0.500 | 1.000 | 4,300.00 | 2,150.00 | 4,300.00 | |
| 0630 | DROP BOX INLET TYPE 6D | 01529 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0635 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 0640 | DROP BOX INLET TYPE 13S | 01568 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 0645 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0650 | JUNCTION BOX | 01650 | EACH | 6.00 | 6.000 | 2.500 | 2.500 | 2,500.00 | 6,250.00 | |||
| 0655 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 87.00 | 87.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0660 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0665 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 10,468.00 | 10,468.000 | 4,976.607 | 4,976.607 | 2.00 | 9,953.21 | |||
| 0670 | PIPELINE INSPECTION | 24814EC | LF | 7,413.00 | 7,413.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0004 WATERLINE | |||||||
| 0675 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 245.00 | 245.000 | 18.000 | 18.000 | 391.00 | 7,038.00 | |||
| 0680 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 145.00 | 145.000 | 5.000 | 5.000 | 391.00 | 1,955.00 | |||
| 0685 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 118.00 | 118.000 | 110.000 | 110.000 | 345.00 | 37,950.00 | |||
| 0690 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 373.75 | 0.00 | |||
| 0695 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,830.00 | 0.00 | |||
| 0700 | W PIPE PVC 10 INCH | 14061 | LF | 245.00 | 245.000 | 163.000 | 163.000 | 40.25 | 6,560.75 | |||
| 0705 | W PIPE PVC 12 INCH | 14062 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 42.55 | 0.00 | |||
| 0710 | W TIE-IN 10 INCH | 14096 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 7,130.00 | 21,390.00 | |||
| 0715 | W TIE-IN 12 INCH | 14097 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,820.00 | 0.00 | |||
| 0720 | W VALVE CUT-IN 12 INCH INST | 14602 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,900.00 | 0.00 | |||
| 0725 | S ENCASEMENT STEEL OPEN CUT RANGE 2 | 15021 | LF | 31.00 | 31.000 | 0.000 | 0.000 | 333.50 | 0.00 | |||
| 8002 | EW~ Locating existing encasements | 10098NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 8,593.44 | 0.00 | |||
| 8003 | FIRE HYDRANT ASSEMBLY new hydrant requires hot tap installation | 20864ND | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 6,013.02 | 0.00 | |||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0005 SIGNALIZATION | |||||||
| 0730 | CONDUIT-1 IN | 04792 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0735 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 901.00 | 0.00 | |||
| 0740 | TRENCHING AND BACKFILLING | 04820 | LF | 1,900.00 | 1,900.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0745 | LOOP WIRE | 04830 | LF | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0750 | CABLE-NO. 14/5C | 04844 | LF | 2,600.00 | 2,600.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0755 | CABLE-NO. 14/1 PAIR | 04850 | LF | 10,500.00 | 10,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0760 | MESSENGER-10800 LB | 04885 | LF | 1,030.00 | 1,030.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0765 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0770 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 0775 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0780 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0785 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0790 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0795 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 33.60 | 33.600 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0800 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 1,260.00 | 1,260.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0805 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 650.00 | 650.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0810 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0815 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| Project | DE09001502011 | Fed/State Project Number | STP 1501 (123) | Category | 0006 DEMOBILIZATION / MOBILIZATION | |||||||
| 0820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 365,000.00 | 365,000.00 | |||
| 0825 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 112,543.94 | 0.00 | |||
| SUBTOT | $114,993.13 |
$1,273,237.15 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0535-1-0I |
PIPE, CMP AL 1.63 MM | LF |
16.00 | 0002 | $9.958600 | $151.37 | ||||||
0540-1-0I |
PIPE, CMP AL 1.63 MM | LF |
186.00 | 0002 | $12.599400 | $2,226.31 | ||||||
0545-1-0I |
PIPE, CMP AL 1.63 MM | LF |
90.00 | 0002 | $16.207260 | $1,385.72 | ||||||
0550-1-0I |
PIPE, CMP AL 1.63 MM | LF |
1,417.00 | 0002 | $9.958600 | $13,405.78 | ||||||
0555-1-0I |
PIPE, CMP AL 1.63 MM | LF |
326.00 | 0002 | $11.969430 | $3,902.03 | ||||||
0560-1-0I |
PIPE, CMP AL 1.63 MM | LF |
430.00 | 0002 | $16.207260 | $6,620.66 | ||||||
0220-1-0I |
GEOTEXTILE CLASS 2 | SQYD |
88,532.00 | 0004 | $0.543780 | $48,141.93 | ||||||
0665-1-0I |
GEOTEXTILE CLASS 2 | SQYD |
10,468.00 | 0004 | $0.543780 | $5,692.28 | ||||||
0545-1-0A |
PIPE, CMP AL 1.63 MM | LF |
90.00 | 0003 | $16.207260 | $-1,385.72 | ||||||
0550-1-0A |
PIPE, CMP AL 1.63 MM | LF |
482.60 | 0003 | $9.958600 | $-4,565.72 | ||||||
0560-1-0A |
PIPE, CMP AL 1.63 MM | LF |
26.60 | 0003 | $16.207260 | $-409.56 | ||||||
0550-1-0A |
PIPE, CMP AL 1.63 MM | LF |
857.85 | 0004 | $9.958600 | $-8,115.84 | ||||||
0555-1-0A |
PIPE, CMP AL 1.63 MM | LF |
35.15 | 0004 | $11.969430 | $-420.73 | ||||||
0560-1-0A |
PIPE, CMP AL 1.63 MM | LF |
244.15 | 0004 | $16.207260 | $-3,759.15 | ||||||
0665-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
1,368.16 | 0004 | $0.543780 | $-743.98 | ||||||
0220-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
584.30 | 0005 | $0.543780 | $-317.73 | ||||||
0220-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
2,749.33 | 0006 | $0.543780 | $-1,495.03 | ||||||
0550-1-0A |
PIPE, CMP AL 1.63 MM | LF |
76.55 | 0007 | $9.958600 | $-724.22 | ||||||
0555-1-0A |
PIPE, CMP AL 1.63 MM | LF |
290.85 | 0007 | $11.969430 | $-3,481.30 | ||||||
0560-1-0A |
PIPE, CMP AL 1.63 MM | LF |
3.16 | 0007 | $16.207260 | $-48.71 | ||||||
0665-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
936.54 | 0007 | $0.543780 | $-509.27 | ||||||
0220-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
6,441.27 | 0008 | $0.543780 | $-3,502.63 | ||||||
0560-1-0A |
PIPE, CMP AL 1.63 MM | LF |
156.08 | 0008 | $16.207260 | $-2,403.24 | ||||||
0665-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
1,393.13 | 0008 | $0.543780 | $-757.56 | ||||||
0220-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
-55.88 | 0009 | $0.543780 | $30.39 | ||||||
0665-1-0A |
GEOTEXTILE CLASS 2 | SQYD |
215.76 | 0009 | $0.543780 | $-117.33 | ||||||
| SUBTOT | $48,798.75 |
|||||||||||