|
Item List 030755 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 030755 | Primary Project Number | X036097904001 |
| Contract Description | MINNIE-HAROLD CONNECTOR (KY979) | ||
| Primary County | FLOYD | Fed/St Number | FD04 036 0979 014-019 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 26,054,738.61 | ||
| SM- Project | X036097904001 |
| Fed/State Number | FD04 036 0979 014-019 |
| Project Description | MINNIE-HAROLD CONNECTOR (KY979) |
| *********** |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY | CPES SUBSECTION A |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | ROADWAY EXCAVATION | 02200 | 7,610,161.000 |
7,022,600.000 |
$1.980 |
CUYD | 57.8 |
| 0002 | STRUCTURE EXCAVATION-COMMON | 08001 | 431.000 |
431.000 |
$5.000 |
CUYD | 0.0 |
| 0003 | WATER | 02242 | 100.000 |
100.000 |
$10.000 |
MGAL | 0.0 |
| 0004 | CONCRETE-CLASS A | 08100 | 75.140 |
75.140 |
$500.000 |
CUYD | 0.1 |
| 0005 | CONCRETE-CLASS B | 02555 | 533.000 |
533.000 |
$280.000 |
CUYD | 0.6 |
| 0006 | STEEL REINFORCEMENT | 08150 | 3,345.000 |
3,345.000 |
$1.000 |
LB | 0.0 |
| 0007 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,500.000 |
20,500.000 |
$0.250 |
LF | 0.0 |
| 0008 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 82,000.000 |
82,000.000 |
$0.300 |
LF | 0.1 |
| 0009 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 12.000 |
12.000 |
$175.000 |
EACH | 0.0 |
| 0010 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 16,000.000 |
16,000.000 |
$0.850 |
SQFT | 0.1 |
| 0011 | SIGNS | 02562 | 1,275.000 |
1,275.000 |
$8.000 |
SQFT | 0.0 |
| 0012 | LANE CLOSURE | 02653 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 0013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 15,937.500 |
15,937.500 |
$10.250 |
LF | 0.6 |
| 0014 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 30.000 |
30.000 |
$50.000 |
EACH | 0.0 |
| 0015 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.0 |
| 0016 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 16.000 |
16.000 |
$500.000 |
EACH | 0.0 |
| 0017 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0018 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 0019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 20.000 |
20.000 |
$1,400.000 |
EACH | 0.1 |
| 0020 | TEMPORARY GUARDRAIL | 02397 | 512.500 |
512.500 |
$9.000 |
LF | 0.0 |
| 0021 | REMOVE GUARDRAIL | 02381 | 2,004.000 |
2,004.000 |
$1.300 |
LF | 0.0 |
| 0022 | REMOVE PIPE | 01310 | 177.000 |
177.000 |
$10.000 |
LF | 0.0 |
| 0023 | REMOVE PAVEMENT | 02091 | 2,415.000 |
2,415.000 |
$2.000 |
SQYD | 0.0 |
| 0024 | PLUG WATER WELL | 02475 | 8.000 |
8.000 |
$800.000 |
EACH | 0.0 |
| 0025 | CULVERT PIPE-15 INCH | 00461 | 1,247.000 |
0.000 |
$40.150 |
LF | 0.2 |
| 0026 | CULVERT PIPE-18 INCH | 00462 | 586.000 |
0.000 |
$47.000 |
LF | 0.1 |
| 0027 | CULVERT PIPE-24 INCH | 00464 | 644.000 |
0.000 |
$58.100 |
LF | 0.1 |
| 0028 | CULVERT PIPE-30 INCH | 00466 | 386.000 |
0.000 |
$56.900 |
LF | 0.1 |
| 0029 | CULVERT PIPE-42 INCH | 00469 | 242.000 |
242.000 |
$80.950 |
LF | 0.1 |
| 0030 | CULVERT PIPE-60 INCH | 00472 | 244.000 |
244.000 |
$134.700 |
LF | 0.1 |
| 0031 | STORM SEWER PIPE-15 INCH | 00521 | 127.000 |
127.000 |
$40.500 |
LF | 0.0 |
| 0032 | STORM SEWER PIPE-18 INCH | 00522 | 72.000 |
72.000 |
$57.300 |
LF | 0.0 |
| 0033 | STORM SEWER PIPE-24 INCH | 00524 | 153.000 |
153.000 |
$48.750 |
LF | 0.0 |
| 0034 | ENTRANCE PIPE-15 INCH | 00440 | 290.000 |
290.000 |
$23.100 |
LF | 0.0 |
| 0035 | ENTRANCE PIPE-18 INCH | 00441 | 124.000 |
124.000 |
$24.600 |
LF | 0.0 |
| 0036 | ENTRANCE PIPE-24 INCH | 00443 | 42.000 |
42.000 |
$27.400 |
LF | 0.0 |
| 0037 | ENTRANCE PIPE-30 INCH | 00445 | 36.000 |
36.000 |
$29.900 |
LF | 0.0 |
| 0038 | PERFORATED PIPE-4 INCH | 01000 | 34,127.000 |
34,127.000 |
$4.950 |
LF | 0.6 |
| 0039 | NON-PERFORATED PIPE-4 INCH | 01010 | 2,571.000 |
2,571.000 |
$8.850 |
LF | 0.1 |
| 0040 | PERFORATED PIPE-8 INCH | 01002 | 659.000 |
659.000 |
$7.000 |
LF | 0.0 |
| 0041 | NON-PERFORATED PIPE-8 INCH | 01012 | 608.000 |
608.000 |
$6.000 |
LF | 0.0 |
| 0042 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 26.000 |
26.000 |
$500.000 |
EACH | 0.0 |
| 0043 | PERF PIPE HEADWALL TY 1-8 INCH | 01022 | 9.000 |
9.000 |
$450.000 |
EACH | 0.0 |
| 0044 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0045 | PERF PIPE HEADWALL TY 3-8 INCH | 01030 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0046 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 97.000 |
97.000 |
$500.000 |
EACH | 0.2 |
| 0047 | DROP BOX INLET TYPE 1 | 01490 | 6.000 |
6.000 |
$2,300.000 |
EACH | 0.1 |
| 0048 | DROP BOX INLET TYPE 2 | 01493 | 4.000 |
4.000 |
$2,400.000 |
EACH | 0.0 |
| 0049 | DROP BOX INLET TYPE 5B | 01505 | 7.000 |
7.000 |
$2,200.000 |
EACH | 0.1 |
| 0050 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0051 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 0052 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
| 0053 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.0 |
| 0054 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 3.000 |
3.000 |
$3,500.000 |
EACH | 0.0 |
| 0055 | METAL END SECTION TY 1-15 INCH | 01370 | 3.000 |
3.000 |
$435.000 |
EACH | 0.0 |
| 0056 | METAL END SECTION TY 1-18 INCH | 01371 | 6.000 |
6.000 |
$700.000 |
EACH | 0.0 |
| 0057 | METAL END SECTION TY 1-24 INCH | 01373 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0058 | METAL END SECTION TY 1-30 INCH | 01374 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 0059 | JUNCTION BOX-18 INCH | 01642 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0060 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0061 | PREFABRICATED WICK DRAIN | 02774 | 23,065.000 |
23,065.000 |
$0.500 |
LF | 0.0 |
| 0062 | SEPTIC TANK TREATMENT | 02404 | 28.000 |
28.000 |
$75.000 |
EACH | 0.0 |
| 0063 | SETTLEMENT PLATFORM | 02692 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 0064 | SEEDING AND PROTECTION | 05985 | 39,000.000 |
39,000.000 |
$0.350 |
SQYD | 0.1 |
| 0065 | TEMP SEEDING AND PROTECTION | 05953 | 50,000.000 |
50,000.000 |
$0.250 |
SQYD | 0.0 |
| 0066 | SPECIAL SEEDING CROWN VETCH | 05989 | 78,000.000 |
78,000.000 |
$0.250 |
SQYD | 0.1 |
| 0067 | TOPDRESSING FERTILIZER | 05966 | 6.000 |
6.000 |
$495.000 |
TON | 0.0 |
| 0068 | EROSION CONTROL BLANKET | 05950 | 1,738.000 |
1,738.000 |
$1.600 |
SQYD | 0.0 |
| 0069 | SILT TRAP TYPE A | 02703 | 24.000 |
24.000 |
$200.000 |
EACH | 0.0 |
| 0070 | CLEAN SILT TRAP TYPE A | 02706 | 72.000 |
72.000 |
$25.000 |
EACH | 0.0 |
| 0071 | SILT TRAP TYPE B | 02704 | 55.000 |
55.000 |
$250.000 |
EACH | 0.1 |
| 0072 | CLEAN SILT TRAP TYPE B | 02707 | 165.000 |
165.000 |
$25.000 |
EACH | 0.0 |
| 0073 | SILT CHECK | 02705 | 83.000 |
83.000 |
$50.000 |
EACH | 0.0 |
| 0074 | CLEAN SILT CHECK | 02708 | 249.000 |
249.000 |
$10.000 |
EACH | 0.0 |
| 0075 | TEMPORARY SILT FENCE | 02701 | 11,768.000 |
11,768.000 |
$2.250 |
LF | 0.1 |
| 0076 | CLEAN TEMPORARY SILT FENCE | 02709 | 36,537.000 |
36,537.000 |
$0.100 |
LF | 0.0 |
| 0077 | CHANNEL LINING CLASS IA | 02482 | 549.000 |
549.000 |
$65.000 |
TON | 0.1 |
| 0078 | CHANNEL LINING CLASS IV | 02488 | 16,104.000 |
16,104.000 |
$4.000 |
CUYD | 0.2 |
| 0079 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 18,100.000 |
18,100.000 |
$0.010 |
SQYD | 0.0 |
| 0080 | R/W MARKER RURAL TYPE 1 | 02434 | 189.000 |
189.000 |
$80.000 |
EACH | 0.1 |
| 0081 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 7.000 |
7.000 |
$80.000 |
EACH | 0.0 |
| 0082 | ISLAND HEADER CURB TYPE 1 | 01890 | 450.000 |
450.000 |
$25.000 |
LF | 0.0 |
| 0083 | ASPH PAVE MILLING & TEXTURING | 02677 | 50.000 |
50.000 |
$75.000 |
TON | 0.0 |
| 0084 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 126.000 |
126.000 |
$75.000 |
TON | 0.0 |
| 0085 | CRUSHED STONE BASE | 00003 | 1,803.000 |
1,803.000 |
$19.810 |
TON | 0.1 |
| 0086 | D G A BASE | 00001 | 45,064.000 |
45,064.000 |
$19.810 |
TON | 3.4 |
| 0087 | TRAFFIC BOUND BASE | 00020 | 2,509.000 |
2,509.000 |
$14.000 |
TON | 0.1 |
| 0088 | ASPHALT CURING SEAL | 00358 | 56.000 |
56.000 |
$350.000 |
TON | 0.1 |
| 0089 | EMULSIFIED ASPHALT RS-2 | 00291 | 58.000 |
58.000 |
$425.000 |
TON | 0.1 |
| 0090 | ASPHALT SEAL AGGREGATE | 00100 | 486.000 |
486.000 |
$65.000 |
TON | 0.1 |
| 0091 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 11,511.000 |
11,511.000 |
$38.630 |
TON | 1.7 |
| 0092 | SAND FOR BLOTTER | 02702 | 139.000 |
139.000 |
$30.000 |
TON | 0.0 |
| 0093 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 3,264.000 |
3,264.000 |
$1.000 |
CUYD | 0.0 |
| 0094 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 2,032.000 |
2,032.000 |
$48.750 |
TON | 0.4 |
| 0095 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 9,939.000 |
9,939.000 |
$55.360 |
TON | 2.1 |
| 0096 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 12,465.000 |
12,465.000 |
$47.880 |
TON | 2.3 |
| 0097 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 2,816.000 |
2,816.000 |
$47.880 |
TON | 0.5 |
| 0098 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 2,546.000 |
2,546.000 |
$48.750 |
TON | 0.5 |
| 0099 | CL1 ASPH BIND 0.50D PG64-22 | 00271 | 374.000 |
374.000 |
$55.830 |
TON | 0.1 |
| 0100 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | 4,547.000 |
4,547.000 |
$64.930 |
TON | 1.1 |
| 0101 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,300.000 |
1,300.000 |
$55.830 |
TON | 0.3 |
| 0102 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 461.000 |
461.000 |
$55.830 |
TON | 0.1 |
| 0103 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 869.000 |
869.000 |
$55.830 |
TON | 0.2 |
| 0104 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$486,000.000 |
LS | 1.9 |
| 0105 | STAKING | 02726 | 1.000 |
1.000 |
$250,000.000 |
LS | 1.0 |
| 0106 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$38,800.000 |
LS | 0.1 |
| 0107 | DIVERSIONS (BY-PASS DETOURS) (KY979 CONNECTOR) | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
| 0108 | DIVERSIONS (BY-PASS DETOURS) (PARSONS BRANCH | 02651 | 1.000 |
1.000 |
$4,600.000 |
LS | 0.0 |
| 0109 | DIVERSIONS (BY-PASS DETOURS) (PARSONS BRANCH | 02651 | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 0110 | DIVERSIONS (BY-PASS DETOURS) (STA 471+62.39) | 02651 | 1.000 |
1.000 |
$3,100.000 |
LS | 0.0 |
| 0111 | DIVERSIONS (BY-PASS DETOURS) (APPR TO KY3379) | 02651 | 1.000 |
1.000 |
$7,550.000 |
LS | 0.0 |
| 0112 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,000.000 |
LS | 0.0 |
| 8000 | MOBILIZATION for Pneumatic Backstowing | 02568 | 0.000 |
1.000 |
$3,450.000 |
LS | 0.0 |
| 8001 | PNEUMATIC BACKSTOWING to stablize Auger Holes | 20667ED | 0.000 |
5,048.380 |
$69.000 |
TON | 0.0 |
| 8002 | PVC PIPE-4 INCH FOR DRAINAGE FROM AUGER HOLES | 03383 | 0.000 |
1,700.000 |
$5.750 |
LF | 0.0 |
| 8003 | STEEL PIPE-2 1/2 INCH for Settlement Platform | 03340 | 0.000 |
95.000 |
$30.000 |
LF | 0.0 |
| 8004 | STEEL PIPE-4 INCH for Settlement Platform | 03343 | 0.000 |
95.000 |
$38.000 |
LF | 0.0 |
| 8006 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$115,895.830 |
DOLL | 0.0 |
| 8007 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1,363,771.990 |
$1.000 |
DOLL | 0.0 |
| 8008 | RETAINING WALL-GABION USED WITH BACKSTOWING | 02610 | 0.000 |
400.000 |
$121.000 |
CUYD | 0.0 |
| 8009 | CULVERT PIPE-36 INCH | 00468 | 0.000 |
386.000 |
$64.750 |
LF | 0.0 |
| 8010 | MOBILIZATION for Pneumatic Backstowing | 02568 | 0.000 |
1.000 |
$3,450.000 |
LS | 0.0 |
| 8011 | CULVERT PIPE-18 INCH Corrected quantity. | 00462 | 0.000 |
1,247.000 |
$44.500 |
LF | 0.0 |
| 8012 | CULVERT PIPE-24 INCH Corrected quantity. | 00464 | 0.000 |
586.000 |
$51.300 |
LF | 0.0 |
| 8013 | CULVERT PIPE-30 INCH Corrected quantity. | 00466 | 0.000 |
732.000 |
$61.500 |
LF | 0.0 |
| 8014 | ROADWAY EXCAVATION EXTRA WORK | 02200 | 0.000 |
92,000.000 |
$3.500 |
CUYD | 0.0 |
| 8015 | INSTALL GUARDRAIL-STEEL W BM-S FACE STEEL PRICE ADJUSTMENT | 02353 | 0.000 |
3,800.770 |
$1.000 |
LF | 0.0 |
| 8016 | EW~ Additional permitting and Engineering Costs- Tackett Br. | 10094NX | 0.000 |
1.000 |
$128,650.670 |
EACH | 0.0 |
| 8017 | EW~ Stream Mitigation | 10094NX | 0.000 |
1.000 |
$750,000.000 |
EACH | 0.0 |
| 8018 | EW~ Extra Work; Tackett Branch Area | 10094NX | 0.000 |
1.000 |
$1,587,244.150 |
EACH | 0.0 |
| 8019 | EW~ Administrative Settlement for various delays on project | 10094NX | 0.000 |
1.000 |
$1,224,430.080 |
EACH | 0.0 |
| 8020 | EW~ Grade and Erosion control work | 10094NX | 0.000 |
1.000 |
$73,900.000 |
EACH | 0.0 |
| 8021 | TEMPORARY BARRIER WALL RETAINER Temporary Barrier Retaining wall | 20672ND | 0.000 |
1.000 |
$19,092.000 |
EACH | 0.0 |
| 8022 | EW~ Backfill behind barrier wall between STA 422 and 423 | 10094NX | 0.000 |
1.000 |
$11,400.000 |
EACH | 0.0 |
| 8023 | EW~ Modified Drop Inlet Box Between STA 512 and 513 | 10094NX | 0.000 |
1.000 |
$5,000.000 |
EACH | 0.0 |
| 8024 | PAVEMENT MARKER TYPE IV-BY Pavement Markers added between STA 422 and STA 429 | 06582 | 0.000 |
40.000 |
$11.000 |
EACH | 0.0 |
| 8025 | EW~ Pavement Striping-temporary paint- stop bar | 10094NX | 0.000 |
1.000 |
$110.000 |
EACH | 0.0 |
| 8028 | D G A BASE | 00001 | 0.000 |
-41,934.590 |
$19.810 |
TON | 0.0 |
| 8029 | ASPHALT CURING SEAL | 00358 | 0.000 |
-56.000 |
$350.000 |
TON | 0.0 |
| 8030 | EMULSIFIED ASPHALT RS-2 | 00291 | 0.000 |
-58.000 |
$425.000 |
TON | 0.0 |
| 8031 | ASPHALT SEAL AGGREGATE | 00100 | 0.000 |
-486.000 |
$65.000 |
TON | 0.0 |
| 8032 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 0.000 |
-10,970.330 |
$38.630 |
TON | 0.0 |
| 8033 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 0.000 |
-2,032.000 |
$48.750 |
TON | 0.0 |
| 8034 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 0.000 |
-9,424.260 |
$55.360 |
TON | 0.0 |
| 8035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 0.000 |
-11,874.280 |
$47.880 |
TON | 0.0 |
| 8036 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 0.000 |
-2,686.050 |
$47.880 |
TON | 0.0 |
| 8037 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 0.000 |
-1,044.980 |
$48.750 |
TON | 0.0 |
| 8038 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 0.000 |
-374.000 |
$55.830 |
TON | 0.0 |
| 8039 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | 0.000 |
-4,547.000 |
$64.930 |
TON | 0.0 |
| 8040 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 0.000 |
-1,300.000 |
$55.830 |
TON | 0.0 |
| 8041 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 0.000 |
-17.170 |
$55.830 |
TON | 0.0 |
| 8042 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 0.000 |
-869.000 |
$55.830 |
TON | 0.0 |
| 8043 | ROADWAY EXCAVATION | 02200 | 0.000 |
-335,000.000 |
$1.980 |
CUYD | 0.0 |
| 8048 | VALUE ENGINEERING | 10120NS | 0.000 |
1.000 |
$22,487.400 |
LS | 0.0 |
Category Total $20,642,880.90 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | DWG #24878 CPES SUBSECTION B |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0113 | STRUCTURE EXCAV-SOLID ROCK (24878) | 08002 | 1,223.000 |
1,223.000 |
$10.000 |
CUYD | 0.0 |
| 0114 | CONCRETE-CLASS A (24878) | 08100 | 606.500 |
606.500 |
$400.000 |
CUYD | 0.9 |
| 0115 | STEEL REINFORCEMENT (24878) | 08150 | 120,373.000 |
120,373.000 |
$0.560 |
LB | 0.3 |
| 0116 | FOUNDATION PREPARATION (24878) | 08003 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.1 |
| 8005 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
1.000 |
$5,519.310 |
DOLL | 0.0 |
Category Total $345,238.88 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | DWG #24879 CPES SUBSECTION C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0117 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 10.000 |
10.000 |
$10.000 |
CUYD | 0.0 |
| 0118 | CONCRETE-CLASS A (24879) | 08100 | 141.300 |
141.300 |
$400.000 |
CUYD | 0.2 |
| 0119 | STEEL REINFORCEMENT | 08150 | 13,683.000 |
13,683.000 |
$0.560 |
LB | 0.0 |
| 0120 | FOUNDATION PREPARATION (24879) | 08003 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.1 |
Category Total $80,282.48 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE | DWG #24880 CPES SUBSECTION D |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0121 | STRUCTURE GRANULAR BACKFILL | 02231 | 192.000 |
192.000 |
$59.000 |
CUYD | 0.0 |
| 0122 | MASONRY COATING | 02998 | 957.000 |
957.000 |
$1.000 |
SQYD | 0.0 |
| 0123 | CONCRETE-CLASS A | 08100 | 233.400 |
273.660 |
$400.000 |
CUYD | 0.4 |
| 0124 | CONCRETE-CLASS AA | 08104 | 822.500 |
822.500 |
$405.000 |
CUYD | 1.3 |
| 0125 | CYCLOPEAN STONE RIP RAP | 08019 | 1,340.000 |
1,340.000 |
$25.000 |
TON | 0.1 |
| 0126 | PILES-STEEL HP12X53 | 08046 | 2,887.000 |
3,305.060 |
$26.000 |
LF | 0.3 |
| 0127 | PILE POINTS-12 INCH | 08094 | 102.000 |
102.000 |
$100.000 |
EACH | 0.0 |
| 0128 | TEST PILES | 08033 | 207.000 |
230.000 |
$30.000 |
LF | 0.0 |
| 0129 | STEEL REINF-EPOXY COATED | 08151 | 209,908.000 |
209,908.000 |
$0.620 |
LB | 0.5 |
| 0130 | STEEL REINFORCEMENT | 08150 | 41,245.000 |
41,245.000 |
$0.560 |
LB | 0.1 |
| 0131 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,582.000 |
1,582.000 |
$1.000 |
SQYD | 0.0 |
| 0132 | PRECAST PC I BEAM TYPE 7 | 08637 | 2,831.000 |
2,831.000 |
$196.000 |
LF | 2.1 |
| 0133 | ARMORED EDGE FOR CONCRETE | 03299 | 114.300 |
114.300 |
$60.000 |
LF | 0.0 |
| 0135 | FOUNDATION PREPARATION (24880) | 08003 | 1.000 |
1.000 |
$43,000.000 |
LS | 0.2 |
| 0200 | STRUCTURAL STEEL (APPROX. 6356 LBS) B | 08160 | 1.000 |
1.000 |
$6,970.100 |
LS | 0.0 |
Category Total $1,330,255.76 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE | DWG #24881 CPES SUBSECTION E |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0136 | STRUCTURE GRANULAR BACKFILL | 02231 | 156.000 |
156.000 |
$59.000 |
CUYD | 0.0 |
| 0137 | MASONRY COATING | 02998 | 908.000 |
908.000 |
$1.000 |
SQYD | 0.0 |
| 0138 | CONCRETE-CLASS A | 08100 | 355.600 |
355.600 |
$400.000 |
CUYD | 0.5 |
| 0139 | CONCRETE-CLASS AA | 08104 | 765.600 |
765.600 |
$405.000 |
CUYD | 1.2 |
| 0140 | CYCLOPEAN STONE RIP RAP | 08019 | 1,085.000 |
1,085.000 |
$25.000 |
TON | 0.1 |
| 0141 | PILES-STEEL HP12X53 | 08046 | 2,579.000 |
2,579.000 |
$26.000 |
LF | 0.3 |
| 0142 | PILE POINTS-12 INCH | 08094 | 94.000 |
94.000 |
$100.000 |
EACH | 0.0 |
| 0143 | TEST PILES | 08033 | 200.000 |
200.000 |
$30.000 |
LF | 0.0 |
| 0144 | STEEL REINF-EPOXY COATED | 08151 | 197,120.000 |
197,120.000 |
$0.620 |
LB | 0.5 |
| 0145 | STEEL REINFORCEMENT | 08150 | 50,261.000 |
50,261.000 |
$0.560 |
LB | 0.1 |
| 0146 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,331.000 |
1,331.000 |
$1.000 |
SQYD | 0.0 |
| 0147 | PRECAST PC I BEAM TYPE 5 | 08636 | 2,084.500 |
2,084.500 |
$186.000 |
LF | 1.5 |
| 0148 | ARMORED EDGE FOR CONCRETE | 03299 | 123.600 |
123.600 |
$60.000 |
LF | 0.0 |
| 0150 | FOUNDATION PREPARATION (24881) | 08003 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.1 |
| 0201 | STRUCTURAL STEEL (APPROX. 6356 LBS) A | 08160 | 1.000 |
1.000 |
$6,880.800 |
LS | 0.0 |
Category Total $1,158,704.36 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | DWG #24882 CPES SUBSECTION F |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0151 | STRUCTURE GRANULAR BACKFILL | 02231 | 124.000 |
124.000 |
$59.000 |
CUYD | 0.0 |
| 0152 | MASONRY COATING | 02998 | 515.000 |
515.000 |
$1.000 |
SQYD | 0.0 |
| 0153 | CONCRETE-CLASS A | 08100 | 246.600 |
246.600 |
$400.000 |
CUYD | 0.4 |
| 0154 | CONCRETE-CLASS AA | 08104 | 327.300 |
327.300 |
$405.000 |
CUYD | 0.5 |
| 0155 | CYCLOPEAN STONE RIP RAP | 08019 | 2,229.000 |
2,229.000 |
$25.000 |
TON | 0.2 |
| 0156 | PILES-STEEL HP12X53 | 08046 | 1,906.000 |
1,906.000 |
$26.000 |
LF | 0.2 |
| 0157 | PILE POINTS-12 INCH | 08094 | 58.000 |
58.000 |
$100.000 |
EACH | 0.0 |
| 0158 | TEST PILES | 08033 | 250.000 |
250.000 |
$30.000 |
LF | 0.0 |
| 0159 | STEEL REINF-EPOXY COATED | 08151 | 76,952.000 |
76,952.000 |
$0.620 |
LB | 0.2 |
| 0160 | STEEL REINFORCEMENT | 08150 | 39,197.000 |
39,197.000 |
$0.560 |
LB | 0.1 |
| 0161 | FABRIC-GEOTEXTILE TYPE I | 02596 | 2,437.000 |
2,437.000 |
$1.000 |
SQYD | 0.0 |
| 0162 | PRECAST PC I BEAM TYPE 3 | 08633 | 896.700 |
896.700 |
$140.000 |
LF | 0.5 |
| 0163 | ARMORED EDGE FOR CONCRETE | 03299 | 89.800 |
89.800 |
$60.000 |
LF | 0.0 |
| 0165 | FOUNDATION PREPARATION (24882) | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0202 | STRUCTURAL STEEL (APPROX. 6356 LBS) C | 08160 | 1.000 |
1.000 |
$2,864.650 |
LS | 0.0 |
Category Total $613,496.71 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | DWG #24883 CPES SUBSECTION G |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0166 | STRUCTURE GRANULAR BACKFILL | 02231 | 86.000 |
86.000 |
$59.000 |
CUYD | 0.0 |
| 0167 | MASONRY COATING | 02998 | 515.000 |
515.000 |
$1.000 |
SQYD | 0.0 |
| 0168 | CONCRETE-CLASS A | 08100 | 283.500 |
283.500 |
$400.000 |
CUYD | 0.4 |
| 0169 | CONCRETE-CLASS AA | 08104 | 377.800 |
377.800 |
$405.000 |
CUYD | 0.6 |
| 0170 | CYCLOPEAN STONE RIP RAP | 08019 | 1,586.000 |
1,586.000 |
$25.000 |
TON | 0.2 |
| 0171 | PILES-STEEL HP12X53 | 08046 | 1,904.000 |
1,904.000 |
$26.000 |
LF | 0.2 |
| 0172 | PILE POINTS-12 INCH | 08094 | 53.000 |
53.000 |
$100.000 |
EACH | 0.0 |
| 0173 | TEST PILES | 08033 | 235.000 |
235.000 |
$30.000 |
LF | 0.0 |
| 0174 | STEEL REINF-EPOXY COATED | 08151 | 92,563.000 |
92,563.000 |
$0.620 |
LB | 0.2 |
| 0175 | STEEL REINFORCEMENT | 08150 | 66,891.000 |
66,891.000 |
$0.560 |
LB | 0.1 |
| 0176 | PRE-DRILLING FOR PILES | 08039 | 130.000 |
130.000 |
$42.000 |
LF | 0.0 |
| 0177 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,819.000 |
1,819.000 |
$1.000 |
SQYD | 0.0 |
| 0178 | PRECAST PC I BEAM TYPE 3 | 08633 | 1,166.000 |
1,166.000 |
$140.000 |
LF | 0.6 |
| 0179 | ARMORED EDGE FOR CONCRETE | 03299 | 98.900 |
98.900 |
$60.000 |
LF | 0.0 |
| 0181 | FOUNDATION PREPARATION (24883) | 08003 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.1 |
| 0203 | STRUCTURAL STEEL (APPROX. 6356 LBS) D | 08160 | 1.000 |
1.000 |
$3,630.750 |
LS | 0.0 |
| 8046 | COST PLUS WORK EXCAVATION\BACKFILL\DRAIN INSTALL END BENT | 10080NS | 0.000 |
1.000 |
$14,407.830 |
LS | 0.0 |
| 8047 | PRE-DRILLING FOR PILES WITH CASING END BENT 548+86.50 | 08039 | 0.000 |
130.000 |
$108.000 |
LF | 0.0 |
Category Total $681,433.77 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE | DWG #25194 CPES SUBSECTION H |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0182 | STRUCTURE GRANULAR BACKFILL | 02231 | 113.000 |
113.000 |
$59.000 |
CUYD | 0.0 |
| 0183 | MASONRY COATING | 02998 | 619.000 |
619.000 |
$1.000 |
SQYD | 0.0 |
| 0184 | CONCRETE-CLASS A | 08100 | 206.000 |
206.000 |
$400.000 |
CUYD | 0.3 |
| 0185 | CONCRETE-CLASS AA | 08104 | 384.600 |
384.600 |
$405.000 |
CUYD | 0.6 |
| 0186 | CYCLOPEAN STONE RIP RAP | 08019 | 611.000 |
611.000 |
$25.000 |
TON | 0.1 |
| 0187 | PILES-STEEL HP12X53 | 08046 | 1,381.000 |
1,381.000 |
$26.000 |
LF | 0.1 |
| 0188 | PILE POINTS-12 INCH | 08094 | 51.000 |
51.000 |
$100.000 |
EACH | 0.0 |
| 0189 | TEST PILES | 08033 | 152.000 |
152.000 |
$30.000 |
LF | 0.0 |
| 0190 | STEEL REINF-EPOXY COATED | 08151 | 95,960.000 |
95,960.000 |
$0.620 |
LB | 0.2 |
| 0191 | STEEL REINFORCEMENT | 08150 | 55,572.000 |
55,572.000 |
$0.560 |
LB | 0.1 |
| 0192 | FABRIC-GEOTEXTILE TYPE I | 02596 | 781.000 |
781.000 |
$1.000 |
SQYD | 0.0 |
| 0193 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,065.300 |
1,065.300 |
$166.000 |
LF | 0.7 |
| 0194 | ARMORED EDGE FOR CONCRETE | 03299 | 74.600 |
74.600 |
$60.000 |
LF | 0.0 |
| 0196 | FOUNDATION PREPARATION (25194) | 08003 | 1.000 |
1.000 |
$33,000.000 |
LS | 0.1 |
| 0204 | STRUCTURAL STEEL (APPROX. 6356 LBS) E | 08160 | 1.000 |
1.000 |
$3,153.700 |
LS | 0.0 |
Category Total $615,156.02 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0010 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION J |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0220 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,000.000 |
LS | 0.8 |
| 0221 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$382,089.720 |
LS | 1.5 |
Category Total $582,089.72 |
| SM- Project | X036097904001 | CATEGORY NUMBER | 0009 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0197 | BEACON CONTROLLER-2 CIRCUIT | 04930 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.0 |
Category Total $5,200.00 |