|
Report_Id: 201318 Est NO 0026 |
Date:03/29/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 201318 | Estimate Number | 0026 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Turner, Dustin | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 02/11/2022 TO 02/24/2022 | ||||||
| Date Approved | 03/04/2022 | ||||||
| Primary Proj Number | DE07300622018 | ||||||
| Project No. | STP 5009 (022) | ||||||
| Primary County | MCCRACKEN | ||||||
| Name of Road | BLANDVILLE ROAD (US 62) | ||||||
| Description | WIDENING FROM MCCRACKEN BLVD TO KY 998 | ||||||
| Date Let | 12/11/2020 | Formal Acceptance | |||||
| Date Awarded | 12/18/2020 | Date Work Began | 02/05/2021 | ||||
| Date Contract Executed | 02/01/2021 | Open To Traffic | |||||
| Date NTP Issued | 02/01/2021 | Actual Completion Date | |||||
| Current Contract Amount | $7,701,651.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,701,651.87 |
Total Earnings | $5,171,323.86 |
$5,079,500.71 |
$91,823.15 |
|
| Percent Complete | 68.82 |
Stockpiled Materials | $128,598.97 |
$128,598.97 |
$0.00 |
|
| Funds Available | $2,401,729.04 |
Gross Earnings | $5,299,922.83 |
$5,208,099.68 |
$91,823.15 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,299,922.83 |
$5,208,099.68 |
$91,823.15 |
|||
| Contract Id | 201318 | Change Order Summary |
County | MCCRACKEN | ||||||
| Estimate Nbr | 0026 | Project Number | STP 5009 (022) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | Period | 02/11/2022 TO 02/24/2022 | |||||||
| 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 | 201318 | COMMONWEALTH OF KENTUCKY |
County | MCCRACKEN | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07300622018 | ||||||
| Estimate Nbr | 0026 | Period | 02/11/2022 TO 02/24/2022 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC & SUBSIDIARY | |||||||||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | 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 | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 20,726.00 | 20,726.000 | 8,669.080 | 8,669.080 | 22.00 | 190,719.76 | |||
| 0010 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 1,234.00 | 1,234.000 | 1,006.890 | 1,006.890 | 22.00 | 22,151.58 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 105.00 | 105.000 | 0.000 | 0.000 | 90.40 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 13.00 | 13.000 | 0.000 | 0.000 | 902.31 | 0.00 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 (REVISED: 12-7-20) | 00212 | TON | 20,462.00 | 20,462.000 | 13,177.440 | 13,177.440 | 60.00 | 790,646.40 | |||
| 0030 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 645.00 | 645.000 | 343.030 | 343.030 | 68.00 | 23,326.04 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 51.10 | 51.100 | 15.000 | 15.000 | 500.00 | 7,500.00 | |||
| 0040 | JPC PAVEMENT-8 IN | 02084 | SQYD | 149.00 | 149.000 | 0.000 | 0.000 | 134.34 | 0.00 | |||
| 0045 | CL2 ASPH SURF 0.5B PG64-22 | 23362ES403 | TON | 2,695.00 | 2,695.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0002 ROADWAY | |||||||
| 0050 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 14,132.00 | 14,132.000 | 32,951.540 | 32,951.540 | 22.00 | 724,933.88 | |||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 371.00 | 371.000 | 0.000 | 0.000 | 7.43 | 0.00 | |||
| 0065 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 17.11 | 0.00 | |||
| 0070 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 919.26 | 0.00 | |||
| 0075 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 919.29 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,478.36 | 0.00 | |||
| 0085 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 919.26 | 0.00 | |||
| 0090 | REMOVE PIPE | 01310 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 14.83 | 0.00 | |||
| 0095 | FLUME INLET TYPE 2 | 01691 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 5,400.00 | 16,200.00 | |||
| 0100 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 764.00 | 764.000 | 764.000 | 764.000 | 35.79 | 27,343.56 | |||
| 0110 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 200.00 | 200.000 | 100.000 | 100.000 | 58.49 | 5,849.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 24.00 | 24.000 | 8.000 | 8.000 | 7.04 | 56.32 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 380.00 | 380.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 3,080.00 | 3,080.000 | 510.000 | 510.000 | 0.25 | 127.50 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 1,540.00 | 1,540.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 38,865.00 | 38,865.000 | 680.000 | 13,970.000 | 14,650.000 | 8.00 | 5,440.00 | 117,200.00 | |
| 0145 | SPECIAL EXCAVATION | 02204 | CUYD | 8,075.00 | 8,075.000 | -680.000 | 8,755.000 | 8,075.000 | 8.00 | -5,440.00 | 64,600.00 | |
| 0150 | WATER | 02242 | MGAL | 584.00 | 584.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0155 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 45.61 | 0.00 | |||
| 0160 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 2,156.92 | 8,627.68 | |||
| 0165 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,506.64 | 5,013.28 | |||
| 0170 | REMOVE GUARDRAIL | 02381 | LF | 660.00 | 660.000 | 660.000 | 660.000 | 3.84 | 2,534.40 | |||
| 0175 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0180 | WITNESS POST | 02432 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0185 | CHANNEL LINING CLASS II | 02483 | TON | 235.00 | 235.000 | 52.070 | 52.070 | 29.00 | 1,510.03 | |||
| 0190 | CHANNEL LINING CLASS III | 02484 | TON | 1,154.00 | 1,154.000 | 4,048.180 | 4,048.180 | 29.00 | 117,397.22 | |||
| 0195 | CLEARING AND GRUBBING (APPROXIMATELY 24 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 90,000.00 | 76,500.00 | |||
| 0200 | TEMPORARY SIGNS | 02562 | SQFT | 676.00 | 676.000 | 676.000 | 676.000 | 19.00 | 12,844.00 | |||
| 0205 | EDGE KEY | 02585 | LF | 217.00 | 217.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0210 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,541.00 | 1,541.000 | 5,000.000 | 5,000.000 | 2.23 | 11,150.00 | |||
| 0215 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 51,112.00 | 51,112.000 | 27,305.000 | 27,305.000 | 2.03 | 55,429.15 | |||
| 0220 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 463.00 | 463.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.550 | 0.600 | 110,000.00 | 5,500.00 | 66,000.00 | |
| 0230 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0235 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 0240 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0245 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0250 | SAFELOADING | 02690 | CUYD | 68.00 | 68.000 | 0.000 | 0.000 | 318.33 | 0.00 | |||
| 0255 | SHOULDER RUMBLE STRIPS | 02696 | LF | 9,176.00 | 9,176.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0260 | EDGELINE RUMBLE STRIPS | 02697 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0265 | TEMP SILT FENCE | 02701 | LF | 3,080.00 | 3,080.000 | 3,480.000 | 3,480.000 | 1.52 | 5,289.60 | |||
| 0270 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0275 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 45.000 | 45.000 | 165.00 | 7,425.00 | |||
| 0280 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 3.000 | 3.000 | 165.00 | 495.00 | |||
| 0285 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 25.000 | 25.000 | 50.00 | 1,250.00 | |||
| 0295 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 0300 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 80,000.00 | 40,000.00 | |||
| 0305 | REMOVE STRUCTURE (EXISTING 10' X 4' RCBC RT STA 186+05) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,003.22 | 0.00 | |||
| 0310 | REMOVE STRUCTURE (EXISTING BRIDGE RT STA 195+14) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 51,420.38 | 0.00 | |||
| 0315 | REMOVE STRUCTURE (EXISTING BRIDGE RT STA 198+61) | 02731 | LS | 1.00 | 1.000 | 0.600 | 0.100 | 0.700 | 34,280.25 | 20,568.15 | 23,996.17 | |
| 0320 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,680.00 | 1,680.000 | 1,410.000 | 1,410.000 | 20.00 | 28,200.00 | |||
| 0325 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,347.00 | 3,347.000 | 18,300.000 | 18,300.000 | 1.50 | 27,450.00 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 77,440.00 | 77,440.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 58,080.00 | 58,080.000 | 11,604.000 | 11,604.000 | 0.25 | 2,901.00 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 3.00 | 3.000 | 0.850 | 0.850 | 950.00 | 807.50 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 71,888.00 | 71,888.000 | 4,799.000 | 4,799.000 | 0.42 | 2,015.58 | |||
| 0360 | SODDING | 05990 | SQYD | 11,379.00 | 11,379.000 | 7,795.000 | 7,795.000 | 5.50 | 42,872.50 | |||
| 0365 | AGRICULTURAL LIMESTONE | 05992 | TON | 45.00 | 45.000 | 4.200 | 4.200 | 275.00 | 1,155.00 | |||
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 35,949.00 | 35,949.000 | 56,065.000 | 56,065.000 | 0.20 | 11,213.00 | |||
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 30,807.00 | 30,807.000 | 36,433.400 | 36,433.400 | 0.30 | 10,930.02 | |||
| 0380 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 365.00 | 365.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0385 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,136.00 | 3,136.000 | 720.000 | 720.000 | 1.00 | 720.00 | |||
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,194.00 | 5,194.000 | 234.000 | 234.000 | 1.00 | 234.00 | |||
| 0395 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 156.00 | 156.000 | 297.000 | 297.000 | 20.00 | 5,940.00 | |||
| 0400 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 8,258.00 | 8,258.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0415 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 253.960 | 253.960 | 250.00 | 63,490.00 | |||
| 0420 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 294.00 | 294.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0425 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 6,447.42 | 51,579.36 | |||
| 0430 | FUEL ADJUSTMENT | 10020NS | DOLL | 56,411.00 | 56,411.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0435 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 93,307.00 | 93,307.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0445 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 21.80 | 0.00 | |||
| 0450 | VIDEO CAMERA | 20455NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0455 | SAWCUT PAVEMENT | 20550ND | LF | 2,880.00 | 2,880.000 | 244.000 | 244.000 | 4.00 | 976.00 | |||
| 0460 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 1,196.50 | 1,196.500 | 500.000 | 500.000 | 21.10 | 10,550.00 | |||
| 0465 | ADVANCED WARNING BEACON | 22765NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0470 | PAVE MARK TEMP PAINT STOP BAR-24 IN | 23010EN | LF | 93.00 | 93.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0475 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,230.00 | 2,230.000 | 200.000 | 200.000 | 6.00 | 1,200.00 | |||
| 0480 | CORED HOLE DRAINAGE BOX CON-15 IN | 23822EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,440.86 | 0.00 | |||
| 0485 | INLAID PAVEMENT MARKER | 24489EC | EACH | 361.00 | 361.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0490 | PIPELINE INSPECTION | 24814EC | LF | 90.00 | 90.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0003 DRAINAGE | |||||||
| 0495 | ENTRANCE PIPE-15 IN | 00440 | LF | 79.00 | 79.000 | 37.000 | 37.000 | 30.48 | 1,127.76 | |||
| 0500 | ENTRANCE PIPE-18 IN | 00441 | LF | 258.00 | 258.000 | 136.000 | 136.000 | 33.46 | 4,550.56 | |||
| 0505 | ENTRANCE PIPE-24 IN | 00443 | LF | 86.00 | 86.000 | 0.000 | 0.000 | 38.56 | 0.00 | |||
| 0510 | ENTRANCE PIPE-15 IN EQUIV | 00450 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 32.03 | 0.00 | |||
| 0515 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 36.11 | 3,105.46 | |||
| 0520 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 85.00 | 85.000 | 44.000 | 44.000 | 41.00 | 1,804.00 | |||
| 0525 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 148.00 | 148.000 | 84.000 | 84.000 | 84.55 | 7,102.20 | |||
| 0530 | STORM SEWER PIPE-15 IN | 00521 | LF | 31.00 | 31.000 | 31.000 | 31.000 | 70.48 | 2,184.88 | |||
| 0535 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,164.79 | 3,164.79 | |||
| 0540 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 3,486.22 | 6,972.44 | |||
| 0545 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,214.43 | 0.00 | |||
| 0550 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,454.59 | 6,909.18 | |||
| 0555 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,229.66 | 1,229.66 | |||
| 0560 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 593.18 | 593.18 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0004 BRIDGE - OVER MASSAC CREEK - DWG. 27607 | |||||||
| 0565 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 660.00 | 660.000 | 330.000 | 330.000 | 47.62 | 15,714.60 | |||
| 0570 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 128.70 | 128.700 | 70.000 | 70.000 | 58.09 | 4,066.30 | |||
| 0575 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 40,000.00 | 10,000.00 | 30,000.00 | |
| 0580 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,123.00 | 1,123.000 | 362.560 | 362.560 | 27.54 | 9,984.90 | |||
| 0585 | TEST PILES | 08033 | LF | 158.00 | 158.000 | 158.000 | 158.000 | 257.49 | 40,683.42 | |||
| 0590 | PILES-STEEL HP14X89 | 08051 | LF | 2,499.00 | 2,499.000 | 480.000 | 1,063.000 | 1,543.000 | 61.44 | 29,491.20 | 94,801.92 | |
| 0595 | CONCRETE-CLASS A | 08100 | CUYD | 260.50 | 260.500 | 160.000 | 160.000 | 674.50 | 107,920.00 | |||
| 0600 | CONCRETE-CLASS AA | 08104 | CUYD | 194.50 | 194.500 | 110.000 | 110.000 | 859.45 | 94,539.50 | |||
| 0605 | STEEL REINFORCEMENT | 08150 | LB | 15,122.00 | 15,122.000 | 7,561.000 | 7,561.000 | 1.04 | 7,863.44 | |||
| 0610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 42,119.00 | 42,119.000 | 22,676.000 | 22,676.000 | 1.15 | 26,077.40 | |||
| 0615 | APPROACH SLAB | 08500 | SQYD | 358.00 | 358.000 | 190.000 | 190.000 | 249.85 | 47,471.50 | |||
| 0620 | PRECAST PC BOX BEAM SB27 | 08670 | LF | 564.00 | 564.000 | 313.350 | 313.350 | 400.00 | 125,340.00 | |||
| 0625 | RAIL SYSTEM TYPE III | 21532ED | LF | 144.00 | 144.000 | 72.000 | 72.000 | 82.03 | 5,906.16 | |||
| 0630 | DYNAMIC PILE TESTING | 23233EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,066.67 | 0.00 | |||
| 0635 | CONCRETE SEALING | 23378EC | SQFT | 9,255.00 | 9,255.000 | 5,000.000 | 5,000.000 | 2.36 | 11,800.00 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0005 BRIDGE - OVERFLOW STRUCTURE - DWG. 27608 | |||||||
| 0640 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 246.00 | 246.000 | 125.000 | 125.000 | 47.62 | 5,952.50 | |||
| 0645 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 129.50 | 129.500 | 78.000 | 78.000 | 58.09 | 4,531.02 | |||
| 0650 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 75,000.00 | 37,500.00 | |||
| 0655 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,918.00 | 1,918.000 | 639.630 | 639.630 | 27.54 | 17,615.41 | |||
| 0660 | TEST PILES | 08033 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 349.38 | 80,357.40 | |||
| 0665 | PILES-STEEL HP14X89 | 08051 | LF | 4,242.00 | 4,242.000 | 2,843.000 | 2,843.000 | 61.44 | 174,673.92 | |||
| 0670 | CONCRETE-CLASS A | 08100 | CUYD | 329.00 | 329.000 | 236.500 | 236.500 | 864.85 | 204,537.02 | |||
| 0675 | CONCRETE-CLASS AA | 08104 | CUYD | 391.50 | 391.500 | 230.000 | 230.000 | 931.28 | 214,194.40 | |||
| 0680 | STEEL REINFORCEMENT | 08150 | LB | 44,418.00 | 44,418.000 | 23,876.000 | 23,876.000 | 0.98 | 23,398.48 | |||
| 0685 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 114,631.00 | 114,631.000 | 65,041.000 | 65,041.000 | 1.12 | 72,845.92 | |||
| 0690 | APPROACH SLAB | 08500 | SQYD | 359.80 | 359.800 | 200.000 | 200.000 | 249.29 | 49,858.00 | |||
| 0695 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 1,242.70 | 1,242.700 | 840.000 | 840.000 | 300.00 | 252,000.00 | |||
| 0700 | RAIL SYSTEM TYPE III | 21532ED | LF | 318.00 | 318.000 | 159.000 | 159.000 | 81.59 | 12,972.81 | |||
| 0705 | DYNAMIC PILE TESTING | 23233EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,066.67 | 0.00 | |||
| 0710 | CONCRETE SEALING | 23378EC | SQFT | 5,655.00 | 5,655.000 | 0.000 | 0.000 | 2.36 | 0.00 | |||
| 0715 | DECK DRAIN | 23813EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 511.46 | 1,534.38 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0006 BRIDGE - 10' X 4' R C BOX CULVERT - DWG. 27609 | |||||||
| 0720 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0725 | CONCRETE-CLASS A | 08100 | CUYD | 169.30 | 169.300 | 25.150 | 144.150 | 169.300 | 842.69 | 21,193.65 | 142,667.41 | |
| 0730 | STEEL REINFORCEMENT | 08150 | LB | 19,675.00 | 19,675.000 | 5,337.000 | 14,338.000 | 19,675.000 | 0.95 | 5,070.15 | 18,691.25 | |
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0007 BRIDGE - DBL. 10' X 5' R C BOX CULVERT EXT. - DWG. 27610 | |||||||
| 0735 | GRANULAR EMBANKMENT | 02223 | CUYD | 149.00 | 149.000 | 149.000 | 149.000 | 62.24 | 9,273.76 | |||
| 0740 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 1,259.55 | 0.00 | |||
| 0745 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 142.20 | 142.200 | 142.200 | 142.200 | 855.67 | 121,676.27 | |||
| 0755 | STEEL REINFORCEMENT | 08150 | LB | 18,838.00 | 18,838.000 | 18,838.000 | 18,838.000 | 0.95 | 17,896.10 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0008 SIGNALIZATION | |||||||
| 0760 | TRENCHING AND BACKFILLING | 04820 | LF | 34.00 | 34.000 | 30.000 | 30.000 | 5.00 | 150.00 | |||
| 0765 | CABLE-NO. 14/5C | 04844 | LF | 1,502.00 | 1,502.000 | 1,615.000 | 1,615.000 | 1.50 | 2,422.50 | |||
| 0770 | MESSENGER-10800 LB | 04885 | LF | 402.00 | 402.000 | 450.000 | 450.000 | 4.25 | 1,912.50 | |||
| 0775 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,800.00 | 27,200.00 | |||
| 0780 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 0785 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,350.00 | 1,350.00 | |||
| 0790 | TRAFFIC SIGNAL POLE BASE (REVISED: 12-9-20) | 23157EN | CUYD | 17.00 | 17.000 | 20.000 | 20.000 | 425.00 | 8,500.00 | |||
| 0795 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 102.00 | 102.000 | 50.000 | 50.000 | 3.00 | 150.00 | |||
| 0800 | INSTALL SIGNAL CONTROLLER-TY ATC (WITH 1C ATC MODULE) | 24908EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,800.00 | 7,800.00 | |||
| 0805 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 0810 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 725.00 | 2,900.00 | |||
| 0815 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 725.00 | 1,450.00 | |||
| Project | DE07300622018 | Fed/State Project Number | STP 5009 (022) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 245,000.00 | 245,000.00 | |||
| 0825 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 111,000.00 | 0.00 | |||
| SUBTOT | $91,823.15 |
$5,171,323.85 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0620-1-0I |
BOX BEAM, CB | LF |
564.00 | 0009 | $252.540000 | $142,432.00 | ||||||
0695-1-0I |
I BEAM, TYPE 2 | LF |
1,242.70 | 0009 | $162.160000 | $201,510.80 | ||||||
0620-1-0A |
BOX BEAM, CB | LF |
313.35 | 0009 | $252.540000 | $-79,133.10 | ||||||
0695-1-0A |
I BEAM, TYPE 2 | LF |
840.00 | 0014 | $162.160000 | $-136,210.73 | ||||||
| SUBTOT | $128,598.97 |
|||||||||||