Item List 030235 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 030235 | Primary Project Number | X043900105001 |
Contract Description | WESTERN KENTUCKY PARKWAY (WK9001) | ||
Primary County | GRAYSON | Fed/St Number | FD04 043 9001 106-108 |
Vendor ID | 02452 | Vendor Name | FAULKNER CONSTRUCTION LLC |
Bid Amount | $ 5,607,000.00 |
SM- Project | X043900105001 |
Fed/State Number | FD04 043 9001 106-108 |
Project Description | WESTERN KENTUCKY PARKWAY (WK9001) |
*********** |
SM- Project | X043900105001 | 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 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 30.000 |
30.000 |
$50.000 |
CUYD | 0.0 |
0002 | REMOVE CONCRETE MASONRY | 02403 | 252.000 |
252.000 |
$120.000 |
CUYD | 0.5 |
0003 | CONCRETE-CLASS A CULVERT | 08100 | 722.200 |
722.200 |
$325.000 |
CUYD | 4.2 |
0004 | STEEL REINFORCEMENT CULVERT | 08150 | 95,132.000 |
95,132.000 |
$0.500 |
LB | 0.8 |
0005 | FOUNDATION PREPARATION 1 | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
0006 | FOUNDATION PREPARATION 2 | 08003 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
0007 | FOUNDATION PREPARATION 3 | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
0008 | GRANULAR EMBANKMENT | 02223 | 180.000 |
180.000 |
$20.000 |
CUYD | 0.1 |
0009 | EMBANKMENT IN PLACE | 02230 | 118,016.000 |
118,016.000 |
$5.900 |
CUYD | 12.4 |
0010 | WATER | 02242 | 1,000.000 |
1,000.000 |
$0.010 |
MGAL | 0.0 |
0011 | CONCRETE-CLASS A ROADWAY | 08100 | 45.590 |
45.590 |
$500.000 |
CUYD | 0.4 |
0012 | CONCRETE-CLASS B ROADWAY | 02555 | 2.000 |
2.000 |
$800.000 |
CUYD | 0.0 |
0013 | STEEL REINFORCEMENT ROADWAY | 08150 | 1,642.000 |
1,642.000 |
$1.000 |
LB | 0.0 |
0014 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 87,000.000 |
87,000.000 |
$0.150 |
LF | 0.2 |
0015 | PAVE STRIPING-THERMO-4 INCH W | 06540 | 5,908.000 |
5,908.000 |
$0.500 |
LF | 0.1 |
0016 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | 5,115.000 |
5,115.000 |
$0.500 |
LF | 0.0 |
0017 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 14,037.000 |
14,037.000 |
$0.700 |
LF | 0.2 |
0018 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 11,454.000 |
11,454.000 |
$0.700 |
LF | 0.1 |
0019 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 1,360.000 |
1,360.000 |
$2.700 |
LF | 0.1 |
0020 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 104.000 |
104.000 |
$3.500 |
LF | 0.0 |
0021 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 16.000 |
16.000 |
$80.000 |
EACH | 0.0 |
0022 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 5.000 |
5.000 |
$90.000 |
EACH | 0.0 |
0023 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 70.000 |
70.000 |
$4.000 |
EACH | 0.0 |
0024 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 1,600.000 |
1,600.000 |
$4.000 |
EACH | 0.1 |
0025 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 300.000 |
300.000 |
$4.000 |
EACH | 0.0 |
0026 | PAVEMENT MARKER TYPE V-MW | 06589 | 48.000 |
48.000 |
$20.000 |
EACH | 0.0 |
0027 | PAVEMENT MARKER TYPE V-BY | 06591 | 98.000 |
98.000 |
$20.000 |
EACH | 0.0 |
0028 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 189.000 |
189.000 |
$20.000 |
EACH | 0.1 |
0029 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 94.000 |
94.000 |
$20.000 |
EACH | 0.0 |
0030 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
0031 | SIGNS | 02562 | 700.000 |
1,500.000 |
$10.000 |
SQFT | 0.1 |
0032 | LANE CLOSURE | 02653 | 9.000 |
9.000 |
$1,200.000 |
EACH | 0.2 |
0033 | FLEXIBLE DELINEATOR POST-W | 06417 | 25.000 |
25.000 |
$25.000 |
EACH | 0.0 |
0034 | FLEXIBLE DELINEATOR POST-Y | 06418 | 25.000 |
25.000 |
$25.000 |
EACH | 0.0 |
0035 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 8,325.000 |
8,325.000 |
$10.200 |
LF | 1.5 |
0036 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 7.000 |
7.000 |
$33.500 |
EACH | 0.0 |
0037 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | 6.000 |
4.000 |
$2,700.000 |
EACH | 0.3 |
0038 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
0039 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,480.000 |
EACH | 0.1 |
0040 | TEMPORARY GUARDRAIL | 02397 | 200.000 |
862.500 |
$10.000 |
LF | 0.0 |
0041 | REMOVE GUARDRAIL | 02381 | 6,815.000 |
6,815.000 |
$1.250 |
LF | 0.2 |
0042 | CRASH CUSHION TYPE VI D | 02888 | 2.000 |
2.000 |
$13,000.000 |
EACH | 0.5 |
0043 | CRASH CUSHION TYPE VI-T | 02894 | 8.000 |
8.000 |
$6,000.000 |
EACH | 0.9 |
0044 | REMOVE PAVEMENT | 02091 | 7,739.000 |
7,739.000 |
$3.800 |
SQYD | 0.5 |
0045 | FILL AND CAP CATCH BASIN | 01710 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
0046 | CULVERT PIPE-15 INCH | 00461 | 307.000 |
307.000 |
$45.000 |
LF | 0.2 |
0047 | CULVERT PIPE-18 INCH | 00462 | 36.000 |
36.000 |
$50.000 |
LF | 0.0 |
0048 | CULVERT PIPE-24 INCH | 00464 | 280.000 |
280.000 |
$55.000 |
LF | 0.3 |
0049 | CULVERT PIPE-30 INCH | 00466 | 312.000 |
312.000 |
$55.000 |
LF | 0.3 |
0050 | CULVERT PIPE-42 INCH | 00469 | 100.000 |
100.000 |
$90.000 |
LF | 0.2 |
0051 | CULVERT PIPE-54 INCH | 00471 | 428.000 |
428.000 |
$35.000 |
LF | 0.3 |
0052 | STORM SEWER PIPE-24 INCH | 00524 | 804.000 |
804.000 |
$45.000 |
LF | 0.6 |
0053 | BORE & JACK NEED SUPPLEMENTAL DESCRIPTION CULVERT PIPE | 92462EC | 328.000 |
328.000 |
$785.000 |
LF | 4.6 |
0054 | ENTRANCE PIPE-15 INCH | 00440 | 92.000 |
92.000 |
$46.000 |
LF | 0.1 |
0055 | PERFORATED PIPE-4 INCH | 01000 | 12,353.000 |
1,353.000 |
$3.500 |
LF | 0.8 |
0056 | NON-PERFORATED PIPE-4 INCH | 01010 | 986.000 |
200.000 |
$4.750 |
LF | 0.1 |
0057 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 3.000 |
3.000 |
$275.000 |
EACH | 0.0 |
0058 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 14.000 |
0.000 |
$300.000 |
EACH | 0.1 |
0059 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
0060 | CURB BOX INLET TYPE A | 01456 | 4.000 |
4.000 |
$2,800.000 |
EACH | 0.2 |
0061 | CURB BOX INLET TYPE B | 01480 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
0062 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
0063 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
0064 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.1 |
0065 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.1 |
0066 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 1.000 |
1.000 |
$2,800.000 |
EACH | 0.0 |
0067 | JUNCTION BOX-24 INCH | 01643 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
0068 | JUNCTION BOX-MODIFIED | 01651 | 1.000 |
1.000 |
$2,200.000 |
EACH | 0.0 |
0069 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
0070 | SEEDING AND PROTECTION | 05985 | 135,133.000 |
135,133.000 |
$0.300 |
SQYD | 0.7 |
0071 | TEMP SEEDING AND PROTECTION | 05953 | 13,500.000 |
13,500.000 |
$0.600 |
SQYD | 0.1 |
0072 | SPECIAL SEEDING CROWN VETCH | 05989 | 20,000.000 |
20,000.000 |
$0.320 |
SQYD | 0.1 |
0073 | SODDING | 05990 | 1,415.000 |
1,415.000 |
$4.000 |
SQYD | 0.1 |
0074 | TOPDRESSING FERTILIZER | 05966 | 7.700 |
7.700 |
$315.000 |
TON | 0.0 |
0075 | EROSION CONTROL BLANKET | 05950 | 4,137.000 |
4,137.000 |
$1.500 |
SQYD | 0.1 |
0076 | SILT TRAP TYPE B | 02704 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
0077 | CLEAN SILT TRAP TYPE B | 02707 | 12.000 |
12.000 |
$25.000 |
EACH | 0.0 |
0078 | SILT CHECK | 02705 | 87.000 |
87.000 |
$100.000 |
EACH | 0.2 |
0079 | CLEAN SILT CHECK | 02708 | 261.000 |
261.000 |
$10.000 |
EACH | 0.0 |
0080 | TEMPORARY SILT FENCE | 02701 | 325.000 |
325.000 |
$3.000 |
LF | 0.0 |
0081 | CLEAN TEMPORARY SILT FENCE | 02709 | 975.000 |
975.000 |
$0.500 |
LF | 0.0 |
0082 | CHANNEL LINING CLASS IA | 02482 | 40.000 |
0.000 |
$100.000 |
TON | 0.1 |
0083 | CHANNEL LINING CLASS II | 02483 | 988.000 |
988.000 |
$18.000 |
TON | 0.3 |
0084 | CHANNEL LINING CLASS III | 02484 | 2,750.000 |
2,710.000 |
$22.000 |
TON | 1.1 |
0085 | R/W MARKER RURAL TYPE 1 | 02434 | 13.000 |
13.000 |
$70.000 |
EACH | 0.0 |
0086 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 3.000 |
3.000 |
$70.000 |
EACH | 0.0 |
0087 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 5,441.000 |
5,441.000 |
$4.000 |
LF | 0.4 |
0088 | STANDARD CURB AND GUTTER | 01810 | 578.200 |
578.200 |
$14.000 |
LF | 0.1 |
0089 | STANDARD HEADER CURB | 01875 | 508.000 |
508.000 |
$15.000 |
LF | 0.1 |
0090 | EDGE KEY | 02585 | 97.600 |
97.600 |
$15.000 |
LF | 0.0 |
0091 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 232.000 |
232.000 |
$50.000 |
SQYD | 0.2 |
0092 | JPC PAVEMENT-8 INCH | 02084 | 20.000 |
332.600 |
$100.000 |
SQYD | 0.0 |
0093 | CONC MEDIAN BARRIER TYPE 9C1 9C2 | 03144 | 75.000 |
75.000 |
$65.000 |
LF | 0.1 |
0094 | CONCRETE BARRIER WALL TYPE 9T | 03171 | 9,020.000 |
9,020.000 |
$30.000 |
LF | 4.8 |
0095 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 19.000 |
19.000 |
$30.000 |
TON | 0.0 |
0096 | D G A BASE | 00001 | 25,871.000 |
28,028.000 |
$14.000 |
TON | 6.5 |
0097 | TRAFFIC BOUND BASE | 00020 | 500.000 |
500.000 |
$10.000 |
TON | 0.1 |
0098 | ASPHALT CURING SEAL | 00358 | 56.000 |
0.000 |
$200.000 |
TON | 0.2 |
0099 | EMULSIFIED ASPHALT RS-2 | 00291 | 18.800 |
18.800 |
$350.000 |
TON | 0.1 |
0100 | ASPHALT SEAL AGGREGATE | 00100 | 157.000 |
157.000 |
$40.500 |
TON | 0.1 |
0101 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 6,099.000 |
6,199.000 |
$26.000 |
TON | 2.8 |
0102 | LIME STABILIZED ROADBED | 00013 | 46,283.000 |
0.000 |
$1.900 |
SQYD | 1.6 |
0103 | LIME | 00014 | 1,375.000 |
230.000 |
$92.000 |
TON | 2.3 |
0104 | SAND FOR BLOTTER | 02702 | 46.000 |
0.000 |
$20.000 |
TON | 0.0 |
0105 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 100.000 |
100.000 |
$35.000 |
TON | 0.1 |
0106 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 4,242.000 |
4,242.000 |
$30.000 |
TON | 2.3 |
0107 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 13,062.000 |
13,262.000 |
$30.000 |
TON | 7.0 |
0108 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 62.000 |
62.000 |
$45.000 |
TON | 0.0 |
0109 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 271.000 |
271.000 |
$35.000 |
TON | 0.2 |
0110 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 59.000 |
59.000 |
$45.000 |
TON | 0.0 |
0111 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 1,233.000 |
1,233.000 |
$34.000 |
TON | 0.7 |
0112 | CL3 ASPH SURF 0.50A PG64-22 | 00330 | 2,459.000 |
2,740.000 |
$40.000 |
TON | 1.8 |
0113 | CLEARING AND GRUBBING | 02545 | 1.000 |
1.000 |
$145,000.000 |
LS | 2.6 |
0114 | STAKING | 02726 | 1.000 |
1.000 |
$65,000.000 |
LS | 1.2 |
0115 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.5 |
0116 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$70,000.000 |
LS | 1.2 |
0117 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$15,000.000 |
LS | 0.3 |
0118 | DIVERSIONS (BY-PASS DETOURS) | 02651 | 1.000 |
1.000 |
$65,000.000 |
LS | 1.2 |
8000 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 0.000 |
5.000 |
$605.000 |
EACH | 0.0 |
8001 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 0.000 |
444.000 |
$1.300 |
SQYD | 0.0 |
8002 | EW~ EW-Utility Adjustment | 10090NX | 0.000 |
1.000 |
$834.190 |
LS | 0.0 |
8003 | DELINEATOR FOR BARRIER-WHITE | 01984 | 0.000 |
200.000 |
$6.000 |
EACH | 0.0 |
8004 | DELINEATOR FOR BARRIER-YELLOW | 01985 | 0.000 |
40.000 |
$6.000 |
EACH | 0.0 |
8005 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | 0.000 |
3,000.000 |
$2.200 |
LF | 0.0 |
8006 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 0.000 |
15,000.000 |
$1.300 |
LF | 0.0 |
8007 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 0.000 |
3,000.000 |
$1.300 |
LF | 0.0 |
8008 | EW~ Rock Roadbed | 10091EX | 0.000 |
22,047.000 |
$9.765 |
CUYD | 0.0 |
8009 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
900.000 |
$10.000 |
CUYD | 0.0 |
8010 | EW~ Barrels | 10090NX | 0.000 |
1.000 |
$1,260.000 |
LS | 0.0 |
8011 | EW~ Milling | 10090NX | 0.000 |
1.000 |
$4,922.500 |
LS | 0.0 |
8013 | DROP BOX INLET TYPE 12A | 01550 | 0.000 |
24.000 |
$250.000 |
LF | 0.0 |
8014 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
20,541.600 |
$1.000 |
DOLL | 0.0 |
Category Total $4,167,122.45 |
SM- Project | X043900105001 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES SUBSECTION B |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0119 | STRUCTURE GRANULAR BACKFILL | 02231 | 92.800 |
92.800 |
$25.000 |
CUYD | 0.0 |
0120 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 345.000 |
345.000 |
$50.000 |
CUYD | 0.3 |
0121 | MASONRY COATING | 02998 | 1,715.700 |
1,715.700 |
$10.000 |
SQYD | 0.3 |
0122 | CONCRETE-CLASS A BRIDGE | 08100 | 363.300 |
363.300 |
$325.000 |
CUYD | 2.1 |
0123 | CONCRETE-CLASS AA BRIDGE | 08104 | 720.800 |
720.800 |
$430.000 |
CUYD | 5.5 |
0124 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 470.000 |
470.000 |
$22.000 |
TON | 0.2 |
0125 | PILES-STEEL HP12X53 | 08046 | 585.000 |
585.000 |
$40.000 |
LF | 0.4 |
0126 | PILE POINTS-12 INCH | 08094 | 28.000 |
28.000 |
$100.000 |
EACH | 0.0 |
0127 | TEST PILES | 08033 | 49.000 |
49.000 |
$40.000 |
LF | 0.0 |
0128 | STEEL REINF-EPOXY COATED | 08151 | 148,101.000 |
148,101.000 |
$0.550 |
LB | 1.5 |
0129 | STEEL REINFORCEMENT BRIDGE | 08150 | 66,771.000 |
66,771.000 |
$0.500 |
LB | 0.6 |
0130 | PRECAST PC I BEAM TYPE 3 | 08633 | 2,527.500 |
2,527.500 |
$85.000 |
LF | 3.8 |
0131 | APPROACH SLAB | 08500 | 452.000 |
0.000 |
$100.000 |
SQYD | 0.8 |
0132 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | 162.000 |
0.000 |
$85.000 |
LF | 0.2 |
0133 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
0134 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$7,000.000 |
LS | 0.1 |
8012 | ARMORED EDGE FOR CONCRETE | 03299 | 0.000 |
162.000 |
$68.560 |
LF | 0.0 |
Category Total $918,892.05 |
SM- Project | X043900105001 | CATEGORY NUMBER | 0003 | CATEGORY Description | SIGNING | CPES SUBSECTION C |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0135 | GMSS GALV STEEL TYPE A | 06400 | 14,181.000 |
14,181.000 |
$1.150 |
LB | 0.3 |
0136 | GMSS GALV STEEL TYPE B | 06440 | 5,044.000 |
5,044.000 |
$1.300 |
LB | 0.1 |
0137 | GMSS GALV STEEL TYPE A | 06400 | 9,864.000 |
9,864.000 |
$0.000 |
LB | 0.0 |
0138 | GMSS GALV STEEL TYPE B | 06440 | 5,044.000 |
5,044.000 |
$0.000 |
LB | 0.0 |
0139 | GMSS ALUMINUM | 06402 | 1,579.000 |
1,579.000 |
$0.000 |
LB | 0.0 |
0140 | CLASS A CONCRETE FOR SIGNS | 06490 | 17.800 |
17.800 |
$415.000 |
CUYD | 0.1 |
0141 | SBM ALUMINUM PANEL SIGNS | 06405 | 1,280.000 |
1,280.000 |
$16.000 |
SQFT | 0.4 |
0142 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | 110.000 |
110.000 |
$10.500 |
SQFT | 0.0 |
0143 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | 270.000 |
270.000 |
$13.500 |
SQFT | 0.1 |
0144 | SBM GALV STEEL PANEL SIGNS | 06408 | 1,280.000 |
1,280.000 |
$0.000 |
SQFT | 0.0 |
0145 | SBM GALV STEEL SHT SIGNS 12 GA | 06409 | 380.000 |
380.000 |
$0.000 |
SQFT | 0.0 |
0146 | STEEL POST TYPE 2 | 06411 | 810.000 |
810.000 |
$4.000 |
LF | 0.1 |
0147 | REMOVE SIGN SUPPORT BEAM | 06451 | 4.000 |
4.000 |
$200.000 |
EACH | 0.0 |
0148 | FLEXIBLE DELINEATOR POST-W | 06417 | 50.000 |
50.000 |
$25.000 |
EACH | 0.0 |
0149 | FLEXIBLE DELINEATOR POST-Y | 06418 | 20.000 |
20.000 |
$25.000 |
EACH | 0.0 |
Category Total $61,322.35 |
SM- Project | X043900105001 | CATEGORY NUMBER | 0004 | CATEGORY Description | LIGHTING | CPES SUBSECTION D |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0150 | POLE 120 FT MTG HT HIGH MAST | 04714 | 6.000 |
6.000 |
$17,000.000 |
EACH | 1.8 |
0151 | POLE BASE-HIGH MAST | 04742 | 6.000 |
6.000 |
$6,800.000 |
EACH | 0.7 |
0152 | LIGHTING CONTROL EQUIPMENT | 04761 | 1.000 |
1.000 |
$8,500.000 |
EACH | 0.2 |
0153 | HPS LUMINAIRE HIGH MAST | 04773 | 31.000 |
31.000 |
$475.000 |
EACH | 0.3 |
0154 | MARKER | 04800 | 10.000 |
10.000 |
$100.000 |
EACH | 0.0 |
0155 | TRENCHING AND BACKFILLING | 04820 | 5,173.000 |
5,173.000 |
$1.000 |
LF | 0.1 |
0156 | REMOVE LIGHTING | 04940 | 1.000 |
1.000 |
$4,000.000 |
LS | 0.1 |
0157 | JUNCTION BOX-ELECTRICAL TYPE A | 04810 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
0158 | JUNCTION BOX-ELECTRICAL TYPE C | 04810 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
0159 | CONDUIT-3 1/2 INCH | 04798 | 1,550.000 |
1,550.000 |
$16.000 |
LF | 0.4 |
0160 | CABLE-NO. 6/3C DUCTED | 04861 | 2,425.000 |
2,425.000 |
$1.500 |
LF | 0.1 |
0161 | CABLE-NO. 4/3C DUCTED | 04862 | 1,400.000 |
1,400.000 |
$1.500 |
LF | 0.0 |
0162 | CABLE-NO. 2/3C DUCTED | 04863 | 4,185.000 |
4,185.000 |
$2.500 |
LF | 0.2 |
Category Total $217,998.00 |
SM- Project | X043900105001 | CATEGORY NUMBER | 0005 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION E |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0163 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$160,960.040 |
LS | 2.9 |
0164 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$80,705.110 |
LS | 1.4 |
Category Total $241,665.15 |