Report_Id: 231109 Est NO 0012 |
Date:10/28/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 231109 | Estimate Number | 0012 | Estimate Type | PROGRESS | ||
District Office | LOUISVILLE (05300) Portocarrero, Claudia | ||||||
Contractor | FLYNN BROTHERS CONTRACTING INC | ADDR SN 0 VC Code KY0029081 | |||||
1213 OUTER LOOP | |||||||
LOUISVILLE , KY , 40219 | |||||||
Pay Period | 09/20/2024 TO 10/03/2024 | ||||||
Date Approved | 10/13/2024 | ||||||
Primary Proj Number | DE05618192309 | ||||||
Project No. | FD04 056 1819 006-008, FD04 056 1819 007-008, FD04 056 1819 007-009 | ||||||
Primary County | JEFFERSON | ||||||
Name of Road | BILLTOWN ROAD (KY 1819) | ||||||
Description | BILLTOWN ROAD IMPROVEMENTS (KY1819) | ||||||
Date Let | 11/16/2023 | Formal Acceptance | |||||
Date Awarded | 11/29/2023 | Date Work Began | 04/08/2024 | ||||
Date Contract Executed | 12/20/2023 | Open To Traffic | |||||
Date NTP Issued | 12/20/2023 | Actual Completion Date | |||||
Current Contract Amount | $5,114,852.33 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $5,114,852.33 |
Total Earnings | $1,390,486.63 |
$1,271,698.51 |
$118,788.12 |
|
Percent Complete | 27.19 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $3,724,365.70 |
Gross Earnings | $1,390,486.63 |
$1,271,698.51 |
$118,788.12 |
|
Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $1,390,486.63 |
$1,271,698.51 |
$118,788.12 |
|||
Contract Id | 231109 | Change Order Summary |
County | JEFFERSON | ||||||
Estimate Nbr | 0012 | Project Number | FD04 056 1819 006-008, FD04 056 1819 007-008, FD04 056 1819 007-009 | |||||||
Contractor | FLYNN BROTHERS CONTRACTING INC | Period | 09/20/2024 TO 10/03/2024 | |||||||
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 | 231109 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
Contract Type | ARHG ASPHALT REHAB WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE05618192309 | ||||||
Estimate Nbr | 0012 | Period | 09/20/2024 TO 10/03/2024 | |||||||
Contractor | FLYNN BROTHERS CONTRACTING INC | |||||||||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0001 PAVING | |||||||
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 | |
0005 | CRUSHED STONE BASE | 00003 | TON | 1,914.00 | 1,914.000 | 54.720 | 54.720 | 55.50 | 3,036.96 | |||
0010 | TRAFFIC BOUND BASE | 00020 | TON | 250.00 | 250.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,230.00 | 1,230.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,568.00 | 2,568.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0025 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 605.00 | 605.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 167.00 | 167.000 | 0.000 | 0.000 | 58.50 | 0.00 | |||
0035 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,485.00 | 7,485.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 18,801.00 | 18,801.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0045 | GRANULAR EMBANKMENT | 20072ES805 | TON | 2,355.00 | 2,355.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
0050 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 1,011.00 | 1,011.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
0055 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 6.50 | 6.500 | 0.000 | 0.000 | 250.00 | 0.00 | |||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0002 ROADWAY | |||||||
0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0065 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 344.00 | 344.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
0070 | REMOVE PAVEMENT | 02091 | SQYD | 316.00 | 316.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0075 | TEMP DITCH | 02159 | LF | 3,627.00 | 3,627.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0080 | CLEAN TEMP DITCH | 02160 | LF | 3,627.00 | 3,627.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0085 | ROADWAY EXCAVATION | 02200 | CUYD | 4,901.00 | 4,901.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0090 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0095 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0100 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0105 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0110 | CHANNEL LINING CLASS II | 02483 | TON | 78.00 | 78.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0115 | CLEARING AND GRUBBING 4.3 ACRES | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 16,000.00 | 11,200.00 | |||
0120 | TEMPORARY SIGNS | 02562 | SQFT | 370.00 | 370.000 | 200.500 | 200.500 | 4.00 | 802.00 | |||
0125 | EDGE KEY | 02585 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0130 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 5,470.00 | 5,470.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0135 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 4,460.00 | 4,460.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0140 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,940.00 | 1,940.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0145 | MAINTAIN & CONTROL TRAFFIC SECTION 1 | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 42,500.00 | 8,500.00 | |||
0150 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 636.00 | 2,544.00 | |||
0155 | MOBILIZATION FOR MILL & TEXT SECTION 1 | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0160 | SAFELOADING | 02690 | CUYD | 6.20 | 6.200 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0165 | TEMP SILT FENCE | 02701 | LF | 3,627.00 | 3,627.000 | 297.000 | 297.000 | 1.50 | 445.50 | |||
0170 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0175 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0180 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0185 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
0190 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0195 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0200 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 35.00 | 35.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0205 | STAKING SECTION 1 | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 29,000.00 | 5,800.00 | |||
0210 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,537.00 | 1,537.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
0215 | TEMP MULCH | 05952 | SQYD | 30,302.00 | 30,302.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
0220 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 30,302.00 | 30,302.000 | 2,381.960 | 4,501.860 | 6,883.820 | 0.25 | 595.49 | 1,720.95 | |
0225 | INITIAL FERTILIZER | 05963 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0230 | MAINTENANCE FERTILIZER | 05964 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0235 | SEEDING AND PROTECTION | 05985 | SQYD | 2,865.00 | 2,865.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
0240 | SODDING | 05990 | SQYD | 8,364.00 | 8,364.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
0245 | AGRICULTURAL LIMESTONE | 05992 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
0250 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,790.00 | 5,790.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
0255 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,760.00 | 1,760.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
0260 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 13,200.00 | 13,200.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
0265 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0270 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
0275 | SAWCUT PAVEMENT | 20550ND | LF | 5,450.00 | 5,450.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
0280 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 33.00 | 33.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
0285 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 70.00 | 70.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0290 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 159.00 | 159.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0295 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 101.00 | 101.000 | 0.000 | 0.000 | 11.26 | 0.00 | |||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0003 DRAINAGE | |||||||
0300 | ENTRANCE PIPE-15 IN | 00440 | LF | 457.00 | 457.000 | 0.000 | 0.000 | 68.92 | 0.00 | |||
0305 | ENTRANCE PIPE-18 IN | 00441 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 72.67 | 0.00 | |||
0310 | CULVERT PIPE-18 IN | 00462 | LF | 108.00 | 108.000 | 0.000 | 0.000 | 103.38 | 0.00 | |||
0315 | CULVERT PIPE-24 IN | 00464 | LF | 55.00 | 55.000 | 0.000 | 0.000 | 183.83 | 0.00 | |||
0320 | STORM SEWER PIPE-15 IN | 00521 | LF | 536.00 | 536.000 | 0.000 | 0.000 | 70.89 | 0.00 | |||
0325 | STORM SEWER PIPE-18 IN | 00522 | LF | 737.00 | 737.000 | 0.000 | 0.000 | 106.78 | 0.00 | |||
0330 | STORM SEWER PIPE-24 IN | 00524 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 23.58 | 0.00 | |||
0335 | STORM SEWER PIPE-30 IN | 00526 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 665.74 | 0.00 | |||
0340 | PERFORATED PIPE-4 IN | 01000 | LF | 4,897.00 | 4,897.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0345 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 110.00 | 110.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0350 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
0355 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
0360 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
0365 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
0370 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
0375 | CURB BOX INLET TYPE A | 01456 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
0380 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
0385 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
0390 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,600.00 | 0.00 | |||
0395 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,600.00 | 0.00 | |||
0400 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,900.00 | 0.00 | |||
0405 | PIPELINE INSPECTION | 24814EC | LF | 1,560.00 | 1,560.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0004 SIGNING | |||||||
0410 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 214.00 | 214.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0415 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0420 | STEEL POST TYPE 1 | 06410 | LF | 407.00 | 407.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0425 | STEEL POST MILE MARKERS | 06412 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
0430 | BARCODE SIGN INVENTORY | 24631EC | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0005 SIGNALIZATION | |||||||
0435 | CONDUIT-1 1/4 IN | 04793 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 6.12 | 0.00 | |||
0440 | CABLE-NO. 14/5C | 04844 | LF | 425.00 | 425.000 | 0.000 | 0.000 | 1.26 | 0.00 | |||
0445 | MESSENGER-10800 LB | 04885 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
0450 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
0455 | INSTALL LED BEACON-12 IN | 20408ES835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
0460 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 13.60 | 13.600 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0465 | INSTALL-BEACON CONTROLLER-2 CIRCUIT | 24526ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0470 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0006 WATERMAIN | |||||||
0475 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,274.41 | 0.00 | |||
0480 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 266.86 | 0.00 | |||
0485 | W ENCASEMENT STEEL OPEN CUT RANGE 4 | 14015 | LF | 95.00 | 95.000 | 45.000 | 45.000 | 351.00 | 15,795.00 | |||
0490 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 290.00 | 290.000 | 230.000 | 230.000 | 429.18 | 98,711.40 | |||
0495 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 9,554.60 | 47,773.00 | |||
0500 | W FIRE HYDRANT REMOVE | 14021 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 1,090.94 | 3,272.82 | |||
0505 | W METER RELOCATE | 14030 | EACH | 39.00 | 39.000 | 13.000 | 13.000 | 2,866.61 | 37,265.93 | |||
0510 | W METER VAULT | 14031 | EACH | 18.00 | 18.000 | 13.000 | 13.000 | 698.65 | 9,082.45 | |||
0515 | W PIPE PVC 08 INCH | 14060 | LF | 120.00 | 120.000 | 112.000 | 112.000 | 142.92 | 16,007.04 | |||
0520 | W PLUG EXISTING MAIN | 14074 | EACH | 15.00 | 15.000 | 13.000 | 13.000 | 1,914.37 | 24,886.81 | |||
0525 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,365.04 | 4,730.08 | |||
0530 | W TIE-IN 10 INCH | 14096 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,723.84 | 3,723.84 | |||
0535 | W TIE-IN 12 INCH | 14097 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 4,402.14 | 22,010.70 | |||
0540 | W TIE-IN 16 INCH | 14098 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 7,550.12 | 15,100.24 | |||
0545 | W VALVE 06 INCH | 14105 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,671.78 | 10,687.12 | |||
0550 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 1.000 | 3.000 | 4.000 | 3,530.06 | 3,530.06 | 14,120.24 | |
0555 | W VALVE 12 INCH | 14108 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 6,108.53 | 42,759.71 | |||
0560 | W VALVE 16 INCH | 14109 | EACH | 10.00 | 10.000 | 2.000 | 8.000 | 10.000 | 15,883.12 | 31,766.24 | 158,831.20 | |
0565 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 21.00 | 21.000 | 5.000 | 5.000 | 4,919.50 | 24,597.50 | |||
0570 | W SERV COPPER SHORT SIDE 2 IN | 14151 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,313.55 | 0.00 | |||
0575 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 2,575.19 | 18,026.33 | |||
0580 | W PIPE DUCTILE IRON 06 INCH INST | 14523 | LF | 210.00 | 210.000 | 14.000 | 14.000 | 106.89 | 1,496.46 | |||
0585 | W PIPE DUCTILE IRON 08 INCH INST | 14524 | LF | 145.00 | 145.000 | 50.000 | 50.000 | 129.13 | 6,456.50 | |||
0590 | W PIPE DUCTILE IRON 12 INCH INST | 14526 | LF | 1,400.00 | 1,400.000 | 1,385.500 | 1,385.500 | 112.95 | 156,492.22 | |||
0595 | W PIPE DUCTILE IRON 16 INCH INST | 14527 | LF | 2,660.00 | 2,660.000 | 304.000 | 2,003.250 | 2,307.250 | 122.91 | 37,364.64 | 283,584.09 | |
Project | DE05618192309 | Fed/State Project Number | FD04 056 1819 006-008 | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0600 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 103,250.00 | 103,250.00 | |||
0605 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 37,097.57 | 0.00 | |||
SUBTOT | $73,256.43 |
$1,152,710.10 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0001 PAVING | |||||||
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 | |
0610 | CRUSHED STONE BASE | 00003 | TON | 690.00 | 690.000 | 91.650 | 91.650 | 55.50 | 5,086.57 | |||
0615 | TRAFFIC BOUND BASE | 00020 | TON | 150.00 | 150.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
0620 | LEVELING & WEDGING PG64-22 | 00190 | TON | 702.00 | 702.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
0625 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,111.00 | 1,111.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
0630 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 92.00 | 92.000 | 0.000 | 0.000 | 58.50 | 0.00 | |||
0635 | FUEL ADJUSTMENT | 10020NS | DOLL | 3,645.00 | 3,645.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0640 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 9,156.00 | 9,156.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0645 | GRANULAR EMBANKMENT | 20072ES805 | TON | 1,267.00 | 1,267.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
0650 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 529.00 | 529.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
0655 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 3.50 | 3.500 | 0.000 | 0.000 | 250.00 | 0.00 | |||
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0002 ROADWAY | |||||||
0660 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 49.400 | 49.400 | 50.00 | 2,470.00 | |||
0665 | STANDARD HEADER CURB | 01875 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0670 | TEMP DITCH | 02159 | LF | 1,741.00 | 1,741.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0675 | CLEAN TEMP DITCH | 02160 | LF | 1,741.00 | 1,741.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
0680 | ROADWAY EXCAVATION | 02200 | CUYD | 1,961.00 | 1,961.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
0685 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0690 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0695 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
0700 | CHANNEL LINING CLASS II | 02483 | TON | 167.00 | 167.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0705 | CLEARING AND GRUBBING 1.65 ACRES - SECTION 2 | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 18,250.00 | 12,775.00 | |||
0710 | TEMPORARY SIGNS | 02562 | SQFT | 191.00 | 191.000 | 112.000 | 112.000 | 4.00 | 448.00 | |||
0715 | EDGE KEY | 02585 | LF | 144.50 | 144.500 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0720 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,006.00 | 3,006.000 | 153.000 | 153.000 | 3.00 | 459.00 | |||
0725 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,460.00 | 2,460.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0730 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 71.00 | 71.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
0735 | MAINTAIN & CONTROL TRAFFIC SECTION 2 | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 30,000.00 | 6,000.00 | |||
0740 | MOBILIZATION FOR MILL & TEXT SECTION 2 | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0745 | TEMP SILT FENCE | 02701 | LF | 1,741.00 | 1,741.000 | 536.000 | 536.000 | 1.50 | 804.00 | |||
0750 | SILT TRAP TYPE A | 02703 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0755 | SILT TRAP TYPE B | 02704 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0760 | SILT TRAP TYPE C | 02705 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0765 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
0770 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
0775 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0780 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 257.80 | 257.800 | 0.000 | 0.000 | 60.00 | 0.00 | |||
0785 | STAKING SECTION 2 | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 18,000.00 | 3,600.00 | |||
0790 | EROSION CONTROL BLANKET | 05950 | SQYD | 587.00 | 587.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
0795 | TEMP MULCH | 05952 | SQYD | 15,384.00 | 15,384.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
0800 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 15,384.00 | 15,384.000 | 3,097.890 | 3,097.890 | 0.25 | 774.47 | |||
0805 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0810 | MAINTENANCE FERTILIZER | 05964 | TON | 0.20 | 0.200 | 0.000 | 0.000 | 250.00 | 0.00 | |||
0815 | SEEDING AND PROTECTION | 05985 | SQYD | 3,557.00 | 3,557.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
0820 | SODDING | 05990 | SQYD | 1,620.00 | 1,620.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
0825 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.20 | 3.200 | 0.000 | 0.000 | 115.00 | 0.00 | |||
0830 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,390.00 | 3,390.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
0835 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,435.00 | 1,435.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
0840 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 7,500.00 | 7,500.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
0845 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 234.00 | 234.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
0850 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
0855 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
0860 | SAWCUT PAVEMENT | 20550ND | LF | 2,740.00 | 2,740.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
0865 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 72.00 | 72.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
0870 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 147.00 | 147.000 | 0.000 | 0.000 | 11.26 | 0.00 | |||
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0003 DRAINAGE | |||||||
0875 | ENTRANCE PIPE-15 IN | 00440 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 68.92 | 0.00 | |||
0880 | CULVERT PIPE-18 IN | 00462 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 103.38 | 0.00 | |||
0885 | CULVERT PIPE-24 IN | 00464 | LF | 17.00 | 17.000 | 0.000 | 0.000 | 183.83 | 0.00 | |||
0890 | PERFORATED PIPE-4 IN | 01000 | LF | 3,091.00 | 3,091.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0895 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
0900 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
0905 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
0910 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
0915 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
0920 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
0925 | PIPELINE INSPECTION | 24814EC | LF | 47.00 | 47.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0004 SIGNING | |||||||
0930 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 59.00 | 59.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0935 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0940 | STEEL POST TYPE 1 | 06410 | LF | 138.00 | 138.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
0945 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.46 | 0.460 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
0950 | BARCODE SIGN INVENTORY | 24631EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0005 SIGNALIZATION | |||||||
0955 | TRENCHING AND BACKFILLING | 04820 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 11.39 | 0.00 | |||
0960 | CABLE-NO. 14/7C | 04845 | LF | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 1.72 | 0.00 | |||
0965 | MESSENGER-10800 LB | 04885 | LF | 330.00 | 330.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
0970 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
0975 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
0980 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
0985 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0990 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0995 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1000 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 16.80 | 16.800 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1005 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
1010 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 2.64 | 0.00 | |||
1015 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 50.00 | 50.000 | 0.000 | 0.000 | 4.05 | 0.00 | |||
1020 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,439.30 | 0.00 | |||
Project | DE05618192310 | Fed/State Project Number | FD04 056 1819 007-008 | Category | 0006 DEMOBILIZATION &/OR MOBILIZATION | |||||||
1025 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,500.00 | 88,500.00 | |||
1030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 16,852.37 | 0.00 | |||
SUBTOT | $0.00 |
$1,273,627.15 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |
Project | DE05618192311 | Fed/State Project Number | FD04 056 1819 007-009 | Category | 0001 PAVING | |||||||
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 | |
1035 | CRUSHED STONE BASE | 00003 | TON | 841.00 | 841.000 | 22.250 | 22.250 | 55.50 | 1,234.87 | |||
1040 | TRAFFIC BOUND BASE | 00020 | TON | 175.00 | 175.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
1045 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,014.00 | 1,014.000 | 0.000 | 0.000 | 96.00 | 0.00 | |||
1050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 1,027.00 | 1,027.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
1055 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 246.00 | 246.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
1060 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 108.00 | 108.000 | 0.000 | 0.000 | 58.50 | 0.00 | |||
1065 | FUEL ADJUSTMENT | 10020NS | DOLL | 3,985.00 | 3,985.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1070 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 10,009.00 | 10,009.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
1075 | GRANULAR EMBANKMENT | 20072ES805 | TON | 1,426.00 | 1,426.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
1080 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 519.00 | 519.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
1085 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 3.40 | 3.400 | 0.000 | 0.000 | 250.00 | 0.00 | |||
Project | DE05618192311 | Fed/State Project Number | FD04 056 1819 007-009 | Category | 0002 ROADWAY | |||||||
1090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1095 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 952.00 | 952.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
1100 | VALLEY GUTTER | 01895 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
1105 | TEMP DITCH | 02159 | LF | 2,557.00 | 2,557.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
1110 | CLEAN TEMP DITCH | 02160 | LF | 2,557.00 | 2,557.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
1115 | ROADWAY EXCAVATION | 02200 | CUYD | 2,205.00 | 2,205.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
1120 | WATER | 02242 | MGAL | 1.00 | 1.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
1125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1130 | WITNESS POST | 02432 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
1135 | CHANNEL LINING CLASS II | 02483 | TON | 63.00 | 63.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1140 | CLEARING AND GRUBBING 2.15 ACRES - SECTION 3 | 02545 | LS | 1.00 | 1.000 | 0.700 | 0.700 | 20,000.00 | 14,000.00 | |||
1145 | TEMPORARY SIGNS | 02562 | SQFT | 230.00 | 230.000 | 200.500 | 200.500 | 4.00 | 802.00 | |||
1150 | EDGE KEY | 02585 | LF | 119.00 | 119.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
1155 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,140.00 | 3,140.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
1160 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,560.00 | 2,560.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
1165 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,204.00 | 1,204.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
1170 | MAINTAIN & CONTROL TRAFFIC SECTION 3 | 02650 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 30,000.00 | 6,000.00 | |||
1175 | MOBILIZATION FOR MILL & TEXT SECTION 3 | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
1180 | TEMP SILT FENCE | 02701 | LF | 2,557.00 | 2,557.000 | 185.000 | 185.000 | 1.50 | 277.50 | |||
1185 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1190 | SILT TRAP TYPE B | 02704 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1195 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
1200 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
1205 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
1210 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
1215 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 741.00 | 741.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
1220 | STAKING SECTION 3 | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 18,000.00 | 3,600.00 | |||
1225 | EROSION CONTROL BLANKET | 05950 | SQYD | 292.00 | 292.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
1230 | TEMP MULCH | 05952 | SQYD | 19,435.00 | 19,435.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
1235 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 19,435.00 | 19,435.000 | 963.100 | 3,653.560 | 4,616.660 | 0.25 | 240.77 | 1,154.16 | |
1240 | INITIAL FERTILIZER | 05963 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 800.00 | 0.00 | |||
1245 | MAINTENANCE FERTILIZER | 05964 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 250.00 | 0.00 | |||
1250 | SEEDING AND PROTECTION | 05985 | SQYD | 1,539.00 | 1,539.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
1255 | SODDING | 05990 | SQYD | 5,939.00 | 5,939.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
1260 | AGRICULTURAL LIMESTONE | 05992 | TON | 4.80 | 4.800 | 0.000 | 0.000 | 115.00 | 0.00 | |||
1265 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,080.00 | 3,080.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
1270 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 0.36 | 0.00 | |||
1275 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 7,895.00 | 7,895.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
1280 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
1285 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
1290 | SAWCUT PAVEMENT | 20550ND | LF | 3,080.00 | 3,080.000 | 0.000 | 0.000 | 2.30 | 0.00 | |||
1295 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 50.00 | 50.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
1300 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 173.00 | 173.000 | 0.000 | 0.000 | 11.26 | 0.00 | |||
1305 | ROLL CURB MODIFIED | 24378EC | LF | 122.00 | 122.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
Project | DE05618192311 | Fed/State Project Number | FD04 056 1819 007-009 | Category | 0003 DRAINAGE | |||||||
1310 | ENTRANCE PIPE-15 IN | 00440 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 68.92 | 0.00 | |||
1315 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 108.00 | 108.000 | 110.000 | 0.000 | 110.000 | 100.10 | 11,011.00 | 11,011.00 | |
1320 | CULVERT PIPE-18 IN | 00462 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 103.38 | 0.00 | |||
1325 | STORM SEWER PIPE-15 IN | 00521 | LF | 392.00 | 392.000 | 205.000 | 0.000 | 205.000 | 70.89 | 14,532.45 | 14,532.45 | |
1330 | STORM SEWER PIPE-18 IN | 00522 | LF | 142.00 | 142.000 | 7.000 | 0.000 | 7.000 | 106.78 | 747.46 | 747.46 | |
1335 | PERFORATED PIPE-4 IN | 01000 | LF | 2,670.00 | 2,670.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
1340 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
1345 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
1350 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 1,300.00 | 1,300.00 | 1,300.00 | |
1355 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 3,000.00 | 3,000.00 | 3,000.00 | |
1360 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
1365 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 1.000 | 0.000 | 1.000 | 7,500.00 | 7,500.00 | 7,500.00 | |
1370 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,100.00 | 0.00 | |||
1375 | JUNCTION BOX | 01650 | EACH | 2.00 | 2.000 | 2.000 | 0.000 | 2.000 | 3,600.00 | 7,200.00 | 7,200.00 | |
1380 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
1385 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
1390 | PIPELINE INSPECTION | 24814EC | LF | 537.00 | 537.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
Project | DE05618192311 | Fed/State Project Number | FD04 056 1819 007-009 | Category | 0004 SIGNING | |||||||
1395 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 37.00 | 37.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1400 | STEEL POST TYPE 1 | 06410 | LF | 71.00 | 71.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
1405 | STEEL POST MILE MARKERS | 06412 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
1410 | BARCODE SIGN INVENTORY | 24631EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
Project | DE05618192311 | Fed/State Project Number | FD04 056 1819 007-009 | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
1415 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 44,250.00 | 44,250.00 | |||
1420 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 22,550.06 | 0.00 | |||
SUBTOT | $45,531.68 |
$1,390,486.60 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |