Item List 030772 |
Date:06/01/2018 |
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
Contract ID | 030772 | Primary Project Number | X100157704001 |
Contract Description | MONTICELLO STREET (KY 1577) | ||
Primary County | PULASKI | Fed/St Number | NCPD 7713 (9) |
Vendor ID | 02616 | Vendor Name | HI-VIEW LLC |
Bid Amount | $ 12,757,286.86 |
SM- Project | X100157704001 |
Fed/State Number | NCPD 7713 (9) |
Project Description | MONTICELLO STREET (KY 1577) |
*********** |
SM- Project | X100157704001 | CATEGORY NUMBER | 0023 | CATEGORY Description | MOB / DEMOB | CPES SUBSECTION W |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0264 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$366,237.000 |
LS | 2.9 |
0265 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$183,118.955 |
LS | 1.4 |
Category Total $549,355.95 |
SM- Project | X100157704001 | 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 | GRANULAR EMBANKMENT | 02223 | 40.000 |
40.000 |
$35.000 |
CUYD | 0.0 |
0002 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 22.000 |
22.000 |
$76.000 |
CUYD | 0.0 |
0003 | REMOVE CONCRETE MASONRY | 02403 | 15.000 |
15.000 |
$250.000 |
CUYD | 0.0 |
0004 | CONCRETE-CLASS A | 08100 | 76.000 |
76.000 |
$240.000 |
CUYD | 0.1 |
0005 | STEEL REINFORCEMENT | 08150 | 7,897.000 |
7,897.000 |
$0.590 |
LB | 0.0 |
0006 | FOUNDATION PREPARATION (CULVERT) | 08003 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
0007 | ROADWAY EXCAVATION | 02200 | 184,770.000 |
184,770.000 |
$4.500 |
CUYD | 6.5 |
0008 | GRANULAR EMBANKMENT | 02223 | 27,216.000 |
27,216.000 |
$10.000 |
CUYD | 2.1 |
0009 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 593.000 |
593.000 |
$30.000 |
CUYD | 0.1 |
0011 | WATER | 02242 | 1,200.000 |
1,200.000 |
$0.010 |
MGAL | 0.0 |
0012 | CONCRETE-CLASS A | 08100 | 26.770 |
26.770 |
$800.000 |
CUYD | 0.2 |
0013 | CONCRETE-CLASS A FOR STEPS | 02551 | 13.500 |
13.500 |
$1,000.000 |
CUYD | 0.1 |
0014 | CONCRETE-CLASS B | 02555 | 93.000 |
93.000 |
$320.000 |
CUYD | 0.2 |
0015 | STEEL REINFORCEMENT | 08150 | 1,039.000 |
1,039.000 |
$1.000 |
LB | 0.0 |
0016 | SAFELOADING | 02690 | 3.000 |
3.000 |
$250.000 |
CUYD | 0.0 |
0017 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 20,000.000 |
20,000.000 |
$0.150 |
LF | 0.0 |
0018 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 50,000.000 |
50,000.000 |
$0.150 |
LF | 0.1 |
0019 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 5,107.000 |
5,107.000 |
$0.750 |
SQFT | 0.0 |
0020 | SIGNS | 02562 | 500.000 |
500.000 |
$7.000 |
SQFT | 0.0 |
0021 | BARRICADE-TYPE III | 02014 | 10.000 |
10.000 |
$185.000 |
EACH | 0.0 |
0022 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,822.500 |
2,822.500 |
$10.450 |
LF | 0.2 |
0023 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 9.000 |
9.000 |
$48.000 |
EACH | 0.0 |
0024 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
0025 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 1.000 |
1.000 |
$560.000 |
EACH | 0.0 |
0026 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 2.000 |
2.000 |
$520.000 |
EACH | 0.0 |
0027 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | 2.000 |
2.000 |
$1,210.000 |
EACH | 0.0 |
0028 | REMOVE GUARDRAIL | 02381 | 1,818.000 |
1,818.000 |
$1.850 |
LF | 0.0 |
0029 | REMOVE PAVEMENT | 02091 | 1,986.000 |
1,986.000 |
$4.000 |
SQYD | 0.1 |
0030 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
0031 | STORM SEWER PIPE-15 INCH | 00521 | 1,612.000 |
1,612.000 |
$43.000 |
LF | 0.5 |
0032 | STORM SEWER PIPE-18 INCH | 00522 | 5,132.000 |
5,132.000 |
$45.000 |
LF | 1.8 |
0033 | STORM SEWER PIPE-24 INCH | 00524 | 723.000 |
723.000 |
$58.000 |
LF | 0.3 |
0034 | STORM SEWER PIPE-30 INCH | 00526 | 723.000 |
723.000 |
$60.000 |
LF | 0.3 |
0035 | STORM SEWER PIPE-36 INCH | 00528 | 431.000 |
431.000 |
$65.000 |
LF | 0.2 |
0036 | PERFORATED PIPE-4 INCH | 01000 | 475.000 |
475.000 |
$8.000 |
LF | 0.0 |
0037 | NON-PERFORATED PIPE-4 INCH | 01010 | 32.000 |
32.000 |
$8.000 |
LF | 0.0 |
0038 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
0039 | CURB BOX INLET TYPE A | 01456 | 68.000 |
68.000 |
$2,700.000 |
EACH | 1.4 |
0040 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$2,400.000 |
EACH | 0.0 |
0041 | DROP BOX INLET TYPE 3 | 01496 | 6.000 |
6.000 |
$2,600.000 |
EACH | 0.1 |
0042 | DROP BOX INLET TYPE 13G | 01559 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
0043 | DROP BOX INLET TYPE 12A | 01550 | 50.000 |
50.000 |
$220.000 |
LF | 0.1 |
0044 | DROP BOX INLET TYPE 13S | 01568 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.0 |
0045 | DROP BOX INLET TYPE 15 | 01580 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
0046 | JUNCTION BOX-15 INCH | 01641 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
0047 | JUNCTION BOX-18 INCH | 01642 | 6.000 |
6.000 |
$1,000.000 |
EACH | 0.0 |
0048 | JUNCTION BOX-24 INCH | 01643 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
0049 | JUNCTION BOX-30 INCH | 01644 | 2.000 |
2.000 |
$1,100.000 |
EACH | 0.0 |
0050 | JUNCTION BOX-36 INCH | 01645 | 3.000 |
3.000 |
$1,350.000 |
EACH | 0.0 |
0051 | SPRING BOX INLET TYPE A | 01660 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
0052 | MANHOLE TYPE A | 01756 | 6.000 |
6.000 |
$1,650.000 |
EACH | 0.1 |
0053 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$5,000.000 |
EACH | 0.1 |
0055 | SEEDING AND PROTECTION | 05985 | 54,187.000 |
54,187.000 |
$0.260 |
SQYD | 0.1 |
0056 | TEMP SEEDING AND PROTECTION | 05953 | 23,479.000 |
23,479.000 |
$0.200 |
SQYD | 0.0 |
0057 | SPECIAL SEEDING CROWN VETCH | 05989 | 9,459.000 |
9,459.000 |
$0.240 |
SQYD | 0.0 |
0058 | SODDING | 05990 | 15,463.000 |
15,463.000 |
$3.750 |
SQYD | 0.5 |
0059 | EROSION CONTROL BLANKET | 05950 | 18,122.000 |
18,122.000 |
$1.150 |
SQYD | 0.2 |
0060 | SILT TRAP TYPE B | 02704 | 7.000 |
7.000 |
$300.000 |
EACH | 0.0 |
0061 | CLEAN SILT TRAP TYPE B | 02707 | 14.000 |
14.000 |
$75.000 |
EACH | 0.0 |
0062 | SILT CHECK | 02705 | 12.000 |
12.000 |
$75.000 |
EACH | 0.0 |
0063 | CLEAN SILT CHECK | 02708 | 36.000 |
36.000 |
$25.000 |
EACH | 0.0 |
0064 | TEMPORARY SILT FENCE | 02701 | 7,832.000 |
7,832.000 |
$5.000 |
LF | 0.3 |
0065 | CLEAN TEMPORARY SILT FENCE | 02709 | 15,664.000 |
15,664.000 |
$1.500 |
LF | 0.2 |
0066 | SILT CHECK TY II (MOD) | 09277 | 6.000 |
6.000 |
$200.000 |
EACH | 0.0 |
0067 | CLEAN SILT CHECK TY II (MOD) | 09278 | 18.000 |
18.000 |
$50.000 |
EACH | 0.0 |
0068 | CHANNEL LINING CLASS II | 02483 | 952.000 |
952.000 |
$11.250 |
TON | 0.1 |
0069 | CHANNEL LINING CLASS III | 02484 | 1,419.000 |
1,419.000 |
$12.250 |
TON | 0.1 |
0070 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 115,000.000 |
115,000.000 |
$1.500 |
SQYD | 1.4 |
0071 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 152.000 |
152.000 |
$42.000 |
EACH | 0.1 |
0072 | HANDRAIL-TYPE A-1 | 02611 | 18.000 |
0.000 |
$42.000 |
LF | 0.0 |
0074 | STANDARD HEADER CURB | 01875 | 143.000 |
143.000 |
$22.000 |
LF | 0.0 |
0075 | STANDARD INTEGRAL CURB | 01830 | 511.000 |
511.000 |
$18.000 |
LF | 0.1 |
0076 | MODIFIED CURB AND GUTTER | 07610 | 15,029.000 |
15,029.000 |
$14.500 |
LF | 1.7 |
0077 | SIDEWALK-4 INCH CONCRETE | 02720 | 5,965.000 |
5,965.000 |
$28.000 |
SQYD | 1.3 |
0078 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 1,794.000 |
1,794.000 |
$50.000 |
SQYD | 0.7 |
0079 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | 126.000 |
126.000 |
$42.000 |
SQYD | 0.0 |
0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 67.000 |
67.000 |
$10.000 |
TON | 0.0 |
0081 | D G A BASE | 00001 | 12,698.000 |
12,698.000 |
$12.000 |
TON | 1.2 |
0082 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 648.000 |
648.000 |
$10.000 |
CUYD | 0.1 |
0083 | LEVELING & WEDGING PG64-22 | 00190 | 1,238.000 |
1,238.000 |
$35.000 |
TON | 0.3 |
0084 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 7,708.000 |
7,708.000 |
$33.000 |
TON | 2.0 |
0085 | CL3 ASPH BASE 0.75D PG70-22 | 00224 | 5,540.000 |
5,540.000 |
$35.000 |
TON | 1.5 |
0086 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 11,313.000 |
11,313.000 |
$33.000 |
TON | 2.9 |
0087 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | 1,042.000 |
1,042.000 |
$38.000 |
TON | 0.3 |
0088 | CL3 ASPH SURF 0.50A PG70-22 | 00331 | 2,771.000 |
2,771.000 |
$41.000 |
TON | 0.9 |
0089 | CLEARING AND GRUBBING (56 ACRES) | 02545 | 1.000 |
1.000 |
$56,000.000 |
LS | 0.4 |
0090 | STAKING | 02726 | 1.000 |
1.000 |
$75,000.000 |
LS | 0.6 |
0091 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.2 |
0092 | REMOVE STRUCTURE | 02731 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.0 |
0266 | BORE & JACK NEED SUPPLEMENTAL DESCRIPTION - | 92462EC | 156.000 |
156.000 |
$600.000 |
LF | 0.7 |
0267 | ROACK ROADBED | 07611 | 30,694.000 |
30,694.000 |
$10.000 |
CUYD | 2.4 |
0268 | DRY LAID STONE RETAINING WALL | 07609 | 587.000 |
587.000 |
$300.000 |
LF | 1.4 |
8001 | EW~ GENERAL DELAY COSTS - PRIME | 10090NX | 0.000 |
1.000 |
$499,500.000 |
LS | 0.0 |
8002 | EW~ DELAY COSTS - MATERIAL ESCALATION | 10098NX | 0.000 |
10,000.000 |
$1.000 |
DOLL | 0.0 |
8003 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
8004 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
106,632.900 |
$1.000 |
DOLL | 0.0 |
8005 | FUEL ADJUSTMENT | 10020NS | 0.000 |
78,166.440 |
$1.000 |
DOLL | 0.0 |
8006 | STEEL PRICE ADJUSTMENT Roadway Items | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
8009 | ASPH PAVE MILLING & TEXTURING | 02677 | 0.000 |
70.000 |
$45.000 |
TON | 0.0 |
8010 | MOBILIZATION FOR MILL & TEXT | 02676 | 0.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
8054 | EW~ SUBCONTRACTOR | 10098NX | 0.000 |
47,400.000 |
$1.000 |
DOLL | 0.0 |
8055 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 0.000 |
2.000 |
$2,860.000 |
EACH | 0.0 |
8061 | HANDRAIL-TYPE A | 02619 | 0.000 |
95.000 |
$72.000 |
LF | 0.0 |
8062 | EW~ CONCRETE CURB | 10090NX | 0.000 |
1.000 |
$6,792.000 |
LS | 0.0 |
8063 | EW~ DRAINAGE REVISION | 10090NX | 0.000 |
1.000 |
$15,140.000 |
LS | 0.0 |
8065 | EW~ SIDEWALK RAMP W PAVERS | 10090NX | 0.000 |
1.000 |
$3,740.000 |
LS | 0.0 |
8068 | EW~ REPAIR BUILDING | 10090NX | 0.000 |
1.000 |
$6,868.000 |
LS | 0.0 |
8070 | EW~ LOWER WATERLINE | 10090NX | 0.000 |
1.000 |
$1,732.940 |
LS | 0.0 |
8071 | RETAINING WALL | 20352MD | 0.000 |
1.000 |
$3,994.000 |
LS | 0.0 |
Category Total $4,754,031.28 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0003 | CATEGORY Description | BRIDGE | CPES SUBSECTION C |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0093 | STRUCTURE GRANULAR BACKFILL | 02231 | 1,724.000 |
1,724.000 |
$22.600 |
CUYD | 0.3 |
0094 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 580.000 |
580.000 |
$76.000 |
CUYD | 0.3 |
0095 | MASONRY COATING | 02998 | 4,101.000 |
4,101.000 |
$7.400 |
SQYD | 0.2 |
0096 | CONCRETE-CLASS A | 08100 | 1,437.700 |
1,437.700 |
$240.000 |
CUYD | 2.7 |
0097 | CONCRETE-CLASS AA | 08104 | 1,828.100 |
1,828.100 |
$394.000 |
CUYD | 5.6 |
0098 | CYCLOPEAN STONE RIP RAP | 08019 | 958.000 |
958.000 |
$18.750 |
TON | 0.1 |
0099 | PILES-STEEL HP14X73 | 08050 | 624.000 |
624.000 |
$30.000 |
LF | 0.1 |
0100 | PILE POINTS-14 INCH | 08095 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
0101 | TEST PILES | 08033 | 60.000 |
60.000 |
$30.000 |
LF | 0.0 |
0102 | STEEL REINF-EPOXY COATED | 08151 | 434,860.000 |
434,860.000 |
$0.630 |
LB | 2.1 |
0103 | STEEL REINFORCEMENT | 08150 | 221,978.000 |
221,978.000 |
$0.590 |
LB | 1.0 |
0104 | PRECAST PC I BEAM TYPE 4 | 08634 | 1,534.200 |
1,534.200 |
$152.250 |
LF | 1.8 |
0105 | FABRIC-GEOTEXTILE TYPE I | 02596 | 1,237.000 |
1,237.000 |
$1.800 |
SQYD | 0.0 |
0111 | ARMORED EDGE FOR CONCRETE | 03299 | 161.300 |
161.300 |
$55.000 |
LF | 0.1 |
0112 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | 158.000 |
158.000 |
$200.000 |
LF | 0.2 |
0113 | RETAINING WALL | 08018 | 12,857.000 |
12,857.000 |
$40.000 |
SQFT | 4.0 |
0115 | STRUCTURAL STEEL | 08160 | 1.000 |
1.000 |
$2,558,317.000 |
LS | 20.1 |
0116 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$62,000.000 |
LS | 0.5 |
0117 | SHEAR CONNECTORS | 08170 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.2 |
0118 | ELECTRICAL CONDUIT | 08269 | 1.000 |
1.000 |
$27,500.000 |
LS | 0.2 |
0269 | DRAIN PIPE-6 INCH FIBERGLASS | 08820 | 66.000 |
66.000 |
$85.000 |
LF | 0.0 |
0270 | DRAIN PIPE-8 INCH FIBERGLASS | 08821 | 370.000 |
370.000 |
$93.500 |
LF | 0.3 |
0271 | DRILLED SHAFT 72 INCH COMM | 07446 | 72.000 |
72.000 |
$580.000 |
LF | 0.3 |
0272 | DRILLED SHAFT 72 INCH ROCK | 07447 | 36.000 |
36.000 |
$1,510.000 |
LF | 0.4 |
0273 | SUBSURFACE EXPLOR BORINGS | 07327 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
0274 | CHAIN LINK ENCLOSURE | 07448 | 657.000 |
657.000 |
$50.000 |
LF | 0.3 |
8000 | EW~ DELAY COSTS-MSE RET. WALL | 10090NX | 0.000 |
1.000 |
$45,421.280 |
LS | 0.0 |
8007 | STEEL PRICE ADJUSTMENT | 10100NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
8012 | MASS CONCRETE | 10040ES | 0.000 |
140.000 |
$137.200 |
CUYD | 0.0 |
8013 | EW~ Bridge Delay Costs | 10090NX | 0.000 |
1.000 |
$190,755.520 |
LS | 0.0 |
Category Total $5,254,872.57 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITY | CPES SUBSECTION E |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0119 | DUCTILE IRON PIPE-24 INCH | 01111 | 407.000 |
407.000 |
$102.000 |
LF | 0.3 |
0120 | PVC PIPE-8 INCH | 03387 | 2,403.000 |
3,103.000 |
$52.000 |
LF | 1.0 |
0121 | DUCTILE IRON PIPE-8 INCH | 01095 | 494.000 |
494.000 |
$55.000 |
LF | 0.2 |
0122 | SANITARY SEWER MANHOLE | 01799 | 23.000 |
32.000 |
$2,800.000 |
EACH | 0.5 |
0123 | SANITARY SEWER MANHOLE | 01799 | 5.000 |
5.000 |
$4,480.000 |
EACH | 0.2 |
0124 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 271.000 |
271.000 |
$180.000 |
LF | 0.4 |
0125 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 8.000 |
8.000 |
$371.000 |
EACH | 0.0 |
0126 | TIE-IN 8 INCH | 03468 | 1.000 |
3.000 |
$1,595.000 |
EACH | 0.0 |
0127 | TIE-IN 8 INCH | 03468 | 3.000 |
6.000 |
$1,450.000 |
EACH | 0.0 |
0128 | TIE-IN | 03479 | 2.000 |
2.000 |
$2,260.000 |
EACH | 0.0 |
0129 | TIE-IN 10 INCH | 03470 | 1.000 |
1.000 |
$1,755.000 |
EACH | 0.0 |
0130 | TIE-IN 8 INCH | 03468 | 7.000 |
7.000 |
$1,450.000 |
EACH | 0.1 |
0131 | TIE-IN 6 INCH | 03466 | 1.000 |
1.000 |
$1,390.000 |
EACH | 0.0 |
0132 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$780.000 |
EACH | 0.0 |
0133 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$805.000 |
EACH | 0.0 |
0134 | PLUG PIPE | 01314 | 10.000 |
11.000 |
$830.000 |
EACH | 0.1 |
0135 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$855.000 |
EACH | 0.0 |
0136 | PLUG PIPE | 01314 | 2.000 |
2.000 |
$1,540.000 |
EACH | 0.0 |
0137 | RECONNECT SEWER SERVICE | 03444 | 11.000 |
11.000 |
$915.000 |
EACH | 0.1 |
0138 | RECONNECT SEWER SERVICE | 03444 | 1.000 |
1.000 |
$940.000 |
EACH | 0.0 |
Category Total $380,773.00 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0007 | CATEGORY Description | GAS RELOCATION | CPES SUBSECTION G |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0139 | GAS LINE-4 INCH | 03404 | 5,044.000 |
5,044.000 |
$64.000 |
LF | 2.5 |
0140 | GAS LINE-2 INCH | 03400 | 3,358.000 |
3,358.000 |
$58.000 |
LF | 1.5 |
0141 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | 325.000 |
325.000 |
$93.000 |
LF | 0.2 |
0142 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | 442.000 |
442.000 |
$103.000 |
LF | 0.4 |
0147 | TIE-IN 4 INCH | 03464 | 3.000 |
3.000 |
$750.000 |
EACH | 0.0 |
0148 | TIE-IN 2 INCH | 03463 | 1.000 |
1.000 |
$600.000 |
EACH | 0.0 |
0149 | REDUCER | 09041 | 3.000 |
3.000 |
$75.000 |
EACH | 0.0 |
0150 | TIE-IN 4 INCH | 03464 | 2.000 |
2.000 |
$950.000 |
EACH | 0.0 |
0151 | TIE-IN 4 INCH | 03464 | 13.000 |
13.000 |
$3,500.000 |
EACH | 0.4 |
0152 | TIE-IN 2 INCH | 03463 | 13.000 |
13.000 |
$2,250.000 |
EACH | 0.2 |
0153 | REDUCER | 09041 | 1.000 |
1.000 |
$75.000 |
EACH | 0.0 |
0154 | TIE-IN 2 INCH | 03463 | 2.000 |
2.000 |
$525.000 |
EACH | 0.0 |
0155 | TIE-IN 4 INCH | 03464 | 1.000 |
1.000 |
$950.000 |
EACH | 0.0 |
0159 | RECONNECT SERVICE | 03437 | 25.000 |
25.000 |
$1,400.000 |
EACH | 0.3 |
0275 | GAS REGULATOR STATION #1 | 07623 | 1.000 |
1.000 |
$18,500.000 |
LS | 0.1 |
0276 | GAS REGULATOR STATION #2 | 07623 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.1 |
0277 | BALL VALVE 4 IN | 09525 | 16.000 |
16.000 |
$1,150.000 |
EACH | 0.1 |
0278 | BALL VALVE 2 IN | 09525 | 13.000 |
13.000 |
$600.000 |
EACH | 0.1 |
0279 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 3/4 IN | 09979 | 1.000 |
1.000 |
$200.000 |
EACH | 0.0 |
0280 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 2 IN | 09979 | 12.000 |
12.000 |
$450.000 |
EACH | 0.0 |
0281 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 4 IN | 09979 | 13.000 |
13.000 |
$700.000 |
EACH | 0.1 |
Category Total $787,531.00 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0009 | CATEGORY Description | WATERLINE | CPES SUBSECTION I |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0161 | DUCTILE IRON PIPE-16 INCH | 01103 | 421.000 |
421.000 |
$68.000 |
LF | 0.2 |
0162 | DUCTILE IRON PIPE-12 INCH | 01099 | 2,277.000 |
2,277.000 |
$46.000 |
LF | 0.8 |
0163 | DUCTILE IRON PIPE-12 INCH | 01099 | 100.000 |
100.000 |
$202.000 |
LF | 0.2 |
0164 | PVC PIPE-8 INCH | 03387 | 1,398.000 |
1,568.000 |
$23.000 |
LF | 0.3 |
0165 | PVC PIPE-6 INCH | 03385 | 4,106.000 |
4,411.000 |
$21.000 |
LF | 0.7 |
0166 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | 59.000 |
59.000 |
$189.000 |
LF | 0.1 |
0167 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | 118.000 |
118.000 |
$110.000 |
LF | 0.1 |
0168 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 219.000 |
279.000 |
$97.000 |
LF | 0.2 |
0169 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 243.000 |
243.000 |
$88.000 |
LF | 0.2 |
0170 | GATE VALVE-16 INCH | 03536 | 1.000 |
1.000 |
$4,024.000 |
EACH | 0.0 |
0171 | GATE VALVE-12 INCH | 03532 | 2.000 |
2.000 |
$1,765.000 |
EACH | 0.0 |
0172 | GATE VALVE-6 INCH | 03526 | 8.000 |
8.000 |
$728.000 |
EACH | 0.0 |
0173 | GATE VALVE-8 INCH | 03528 | 3.000 |
4.000 |
$896.000 |
EACH | 0.0 |
0175 | AIR RELEASE VALVE | 03495 | 3.000 |
3.000 |
$823.000 |
EACH | 0.0 |
0176 | FIRE HYDRANT | 02606 | 3.000 |
4.000 |
$2,712.000 |
EACH | 0.1 |
0177 | REDUCER (PROP 16 IN TO PROP 20 IN) | 09041 | 1.000 |
1.000 |
$2,770.000 |
EACH | 0.0 |
0181 | TIE-IN 8 INCH (TO PROP 8 IN) | 03468 | 1.000 |
2.000 |
$3,430.000 |
EACH | 0.0 |
0182 | TIE-IN 6 INCH (TO PROP 6 IN) | 03466 | 2.000 |
2.000 |
$2,911.000 |
EACH | 0.0 |
0184 | TIE-IN 12 INCH | 03472 | 8.000 |
9.000 |
$4,202.000 |
EACH | 0.3 |
0185 | REDUCER (PROP 8 IN TO EXIST 6 IN) | 09041 | 2.000 |
4.000 |
$2,289.000 |
EACH | 0.0 |
0186 | TIE-IN 8 INCH (TO EXIST 8 IN) | 03468 | 2.000 |
3.000 |
$2,553.000 |
EACH | 0.0 |
0187 | TIE-IN 6 INCH (TO EXIST 6 IN) | 03466 | 9.000 |
10.000 |
$2,135.000 |
EACH | 0.2 |
0188 | REDUCER (PROP 6 IN TO EXIST 12 IN) | 09041 | 1.000 |
3.000 |
$3,920.000 |
EACH | 0.0 |
0189 | TIE-IN (PROP 16 IN TO EXIST 16 IN) | 03479 | 1.000 |
1.000 |
$9,980.000 |
EACH | 0.1 |
0190 | REDUCER (EXIST. 16 IN TO PROP 20 IN) | 09041 | 1.000 |
1.000 |
$12,342.000 |
EACH | 0.1 |
0191 | REDUCER (EXIST 6 IN TO PROP 20 IN | 09041 | 1.000 |
1.000 |
$3,800.000 |
EACH | 0.0 |
0192 | REDUCER (EXIST 1 IN TO PROP 6 IN ) | 09041 | 1.000 |
1.000 |
$1,087.000 |
EACH | 0.0 |
0193 | CUT & CAP EXIST WATER MAIN 6 | 03550 | 12.000 |
14.000 |
$556.000 |
EACH | 0.1 |
0194 | CUT & CAP EXIST WATER MAIN 8 | 03550 | 2.000 |
2.000 |
$591.000 |
EACH | 0.0 |
0195 | CUT & CAP EXIST WATER MAIN 12 | 03550 | 8.000 |
8.000 |
$662.000 |
EACH | 0.0 |
0196 | CUT & CAP EXIST WATER MAIN 16 | 03550 | 2.000 |
2.000 |
$785.000 |
EACH | 0.0 |
0197 | RECONNECT SERVICE | 03437 | 44.000 |
44.000 |
$740.000 |
EACH | 0.3 |
0282 | DUCTILE IRON PIPE - 20 INCH | 09946 | 1,181.000 |
1,181.000 |
$72.000 |
LF | 0.7 |
0283 | REDUCER (PROP 6 IN TO PROP 8 IN) | 09041 | 1.000 |
1.000 |
$1,041.000 |
EACH | 0.0 |
0284 | REDUCER (PROP 6 IN TO PROP 12 IN ) | 09041 | 1.000 |
1.000 |
$1,208.000 |
EACH | 0.0 |
0285 | REDUCER (PROP 6 IN TO PROP 20 IN) | 09041 | 1.000 |
1.000 |
$1,904.000 |
EACH | 0.0 |
0286 | REDUCER (PROP 8 IN TO PROP 6 IN) | 09041 | 1.000 |
1.000 |
$1,058.000 |
EACH | 0.0 |
0315 | LEAK DETECT VALVE ARRANGEMENT (12 IN) | 07624 | 1.000 |
1.000 |
$1,432.000 |
EACH | 0.0 |
Category Total $610,000.00 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0011 | CATEGORY Description | UTILITY RELOCATION (GAS, SEWER, WATER) | CPES SUBSECTION K |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0198 | VALVE-6 INCH | 03496 | 5.000 |
5.000 |
$1,452.000 |
EACH | 0.1 |
0200 | PVC PIPE-4 INCH | 03383 | 100.000 |
100.000 |
$42.000 |
LF | 0.0 |
0201 | PVC PIPE-6 INCH | 03385 | 100.000 |
100.000 |
$45.000 |
LF | 0.0 |
0202 | COPPER PIPE-3/4 INCH | 03360 | 100.000 |
1,170.000 |
$14.850 |
LF | 0.0 |
0287 | GAS SERVICE 3/4 INCH (POLYETHYLENE) | 09764 | 100.000 |
100.000 |
$20.000 |
LF | 0.0 |
0288 | PAVEMENT RESTORATION | 09302 | 500.000 |
500.000 |
$29.500 |
LF | 0.1 |
0289 | SIDEWALK RESTORATION | 07625 | 100.000 |
100.000 |
$24.150 |
LF | 0.0 |
0290 | REM ASBESTOS CEMENT WATERLINE | 09219 | 100.000 |
100.000 |
$19.000 |
LF | 0.0 |
0291 | EXPLORATION | 09913 | 10.000 |
10.000 |
$154.500 |
HOUR | 0.0 |
8008 | SERVICE TUBING-1 INCH | 94112EC | 0.000 |
350.000 |
$16.500 |
LF | 0.0 |
Category Total $40,055.00 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0013 | CATEGORY Description | TELEPHONE | CPES SUBSECTION M |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0207 | CONDUIT-4 INCH (PLASTIC) | 04799 | 312.000 |
312.000 |
$19.930 |
LF | 0.0 |
0209 | D G A BASE (COMPACTED 4 IN) | 00001 | 4.200 |
4.200 |
$100.000 |
TON | 0.0 |
0292 | SIDEWALK-4 INCH CONCRETE | 07626 | 53.000 |
53.000 |
$20.000 |
LF | 0.0 |
0293 | CONC SIDEWALK & BASE REMOVAL 4 IN | 07627 | 212.000 |
212.000 |
$10.000 |
SQFT | 0.0 |
Category Total $9,818.16 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0015 | CATEGORY Description | LANDSCAPING | CPES SUBSECTION O |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0211 | SYCAMORE | 09197 | 72.000 |
72.000 |
$17.250 |
EACH | 0.0 |
0213 | WHITE ASH | 09102 | 72.000 |
72.000 |
$17.250 |
EACH | 0.0 |
0214 | BUR OAK | 09376 | 72.000 |
72.000 |
$18.900 |
EACH | 0.0 |
0215 | SANDBAR WILLOWS | 09202 | 107.000 |
107.000 |
$17.900 |
EACH | 0.0 |
0294 | BLACK WALNUT | 09199 | 72.000 |
72.000 |
$17.900 |
EACH | 0.0 |
Category Total $7,048.90 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0017 | CATEGORY Description | ORNAMENTAL SIDEWALK LIGHTING | CPES SUBSECTION Q |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0216 | CONDUIT-2 INCH | 04795 | 370.000 |
370.000 |
$4.780 |
LF | 0.0 |
0217 | CONDUIT-1 1/4 INCH | 04793 | 11,330.000 |
11,330.000 |
$2.980 |
LF | 0.3 |
0218 | CONDUIT-1/2 INCH | 04790 | 110.000 |
110.000 |
$1.290 |
LF | 0.0 |
0224 | HPS LUMINAIRE (240 V) | 04770 | 51.000 |
51.000 |
$38.030 |
EACH | 0.0 |
0238 | JUNCTION BOX (WEATHERPROOF) | 01650 | 2.000 |
2.000 |
$431.000 |
EACH | 0.0 |
0240 | GROUND ROD | 06901 | 50.000 |
50.000 |
$47.710 |
EACH | 0.0 |
0241 | TRENCHING AND BACKFILLING | 04820 | 6,000.000 |
6,000.000 |
$3.290 |
LF | 0.2 |
0242 | CLASS A CONCRETE FOR SIGNS | 06490 | 15.840 |
15.840 |
$300.000 |
CUYD | 0.0 |
0295 | LONG SWEEP ELLS (2 IN PVC) | 07612 | 4.000 |
4.000 |
$46.130 |
EACH | 0.0 |
0296 | LONG SWEEP ELLS (1 1/4 IN PVC) | 07612 | 222.000 |
222.000 |
$43.050 |
EACH | 0.1 |
0297 | LONG SWEEP ELLS (1/2 IN PVC) | 07612 | 55.000 |
55.000 |
$34.580 |
EACH | 0.0 |
0298 | LIGHTING FIXTURE W/POLE (STRENBERG) | 07613 | 48.000 |
48.000 |
$2,209.510 |
EACH | 0.8 |
0299 | LIGHTING FIXTURE W/POLE (STRENBERG) | 07613 | 3.000 |
3.000 |
$823.000 |
EACH | 0.0 |
0300 | STANDED WIRE INSULATED #10 (W/ 600V IN | 07614 | 6,600.000 |
6,600.000 |
$0.530 |
LF | 0.0 |
0301 | STANDED WIRE INSULATED #10 (W/ 600V INS | 07614 | 6,600.000 |
6,600.000 |
$0.530 |
LF | 0.0 |
0302 | STANDED WIRE INSULATED #10 (W/ 600 V IN | 07614 | 6,600.000 |
6,600.000 |
$0.530 |
LF | 0.0 |
0303 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | 6,600.000 |
6,600.000 |
$0.410 |
LF | 0.0 |
0304 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | 6,600.000 |
6,600.000 |
$0.410 |
LF | 0.0 |
0305 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | 6,600.000 |
6,600.000 |
$0.410 |
LF | 0.0 |
0306 | WIRE FOR GROUND BARE COPPER #6 SOLID | 07616 | 100.000 |
100.000 |
$0.670 |
LF | 0.0 |
0307 | BREAKER BOX (200 AMPS) (WEATHERPROOF) | 07617 | 2.000 |
2.000 |
$1,821.000 |
EACH | 0.0 |
0308 | BREAKERS (240 V 2 POLE - 30 AMP) | 07618 | 6.000 |
6.000 |
$32.500 |
EACH | 0.0 |
0309 | BREAKERS (120 V SINGLE POLE- 20 AMP) | 07618 | 8.000 |
8.000 |
$27.000 |
EACH | 0.0 |
0310 | UNDERGROUND SERVICE METER BASE (KU) | 07619 | 2.000 |
2.000 |
$36.480 |
EACH | 0.0 |
0311 | GFCI RECEPTACLE (20 AMP) | 07620 | 48.000 |
48.000 |
$55.000 |
EACH | 0.0 |
0312 | CONDUIT JUN BOX GFCI RECEPT | 07621 | 48.000 |
48.000 |
$243.600 |
EACH | 0.1 |
0316 | METERING STRUCTURE | 07622 | 2.000 |
2.000 |
$839.000 |
EACH | 0.0 |
8056 | POLE W/SECONDARY CONTROL EQUIP | 04760 | 0.000 |
2.000 |
$4,950.000 |
EACH | 0.0 |
8057 | FUSED CONNECTOR KIT | 04780 | 0.000 |
153.000 |
$93.500 |
EACH | 0.0 |
8058 | WIRE-NO. 8 | 04833 | 0.000 |
6,000.000 |
$1.090 |
LF | 0.0 |
8059 | WIRE-NO. 4 | 04835 | 0.000 |
11,800.000 |
$1.640 |
LF | 0.0 |
8060 | WIRE-NO. 2 | 04836 | 0.000 |
13,500.000 |
$2.240 |
LF | 0.0 |
Category Total $224,337.69 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0019 | CATEGORY Description | SIGNALIZATION | CPES SUBSECTION S |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0243 | CONDUIT-1 1/4 INCH | 04793 | 390.000 |
390.000 |
$8.000 |
LF | 0.0 |
0244 | CONDUIT-2 INCH | 04795 | 333.000 |
333.000 |
$10.000 |
LF | 0.0 |
0245 | CONDUIT-3 INCH | 04797 | 302.000 |
302.000 |
$15.000 |
LF | 0.0 |
0246 | JUNCTION BOX TYPE B | 04811 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
0247 | TRENCHING AND BACKFILLING | 04820 | 1,025.000 |
1,025.000 |
$4.000 |
LF | 0.0 |
0248 | LOOP WIRE | 04830 | 2,756.000 |
2,756.000 |
$0.500 |
LF | 0.0 |
0249 | CABLE-NO. 14/5C | 04844 | 2,796.000 |
2,796.000 |
$1.250 |
LF | 0.0 |
0250 | CABLE-NO. 14/7C | 04845 | 923.000 |
923.000 |
$1.350 |
LF | 0.0 |
0251 | CABLE-NO. 14/1 PAIR | 04850 | 1,174.000 |
1,174.000 |
$1.500 |
LF | 0.0 |
0252 | MAST ARM POLE | 04881 | 4.000 |
4.000 |
$13,849.000 |
EACH | 0.4 |
0253 | SIGNAL PEDESTAL | 04882 | 2.000 |
2.000 |
$2,156.000 |
EACH | 0.0 |
0254 | MESSENGER-10800 LB | 04885 | 725.000 |
725.000 |
$3.250 |
LF | 0.0 |
0255 | LOOP SAW SLOT AND FILL | 04895 | 1,383.000 |
1,383.000 |
$8.000 |
LF | 0.1 |
0256 | PEDESTRIAN DETECTOR | 04900 | 16.000 |
16.000 |
$125.000 |
EACH | 0.0 |
0257 | INSTALL CONTROLLER TYPE 170 | 04931 | 4.000 |
4.000 |
$1,850.000 |
EACH | 0.1 |
0258 | INSTALL STEEL STRAIN POLE | 04932 | 8.000 |
8.000 |
$2,700.000 |
EACH | 0.2 |
0259 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
0262 | INST PEDESTRIAN HEAD-LED | 09619 | 16.000 |
16.000 |
$150.000 |
EACH | 0.0 |
0313 | INSTALL SIGNAL (LED) (3 SECTION) | 09618 | 24.000 |
24.000 |
$200.000 |
EACH | 0.0 |
0314 | INSTALL SIGNAL (LED) (5 SECTION) | 09618 | 3.000 |
3.000 |
$225.000 |
EACH | 0.0 |
Category Total $136,463.30 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0021 | CATEGORY Description | TRAINEE | CPES SUBSECTION U |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
0263 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | 3,000.000 |
3,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $3,000.00 |
SM- Project | X100157704001 | CATEGORY NUMBER | 0024 | CATEGORY Description | FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING |
PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
8050 | FUEL ADJUSTMENT Non-Participating | 10020NS | 0.000 |
28,475.000 |
$1.000 |
DOLL | 0.0 |
8051 | ASPHALT ADJUSTMENT Non-Participating | 10030NS | 0.000 |
12,812.000 |
$1.000 |
DOLL | 0.0 |
8052 | STEEL PRICE ADJUSTMENT Roadway Items, Non-Participating | 10100NS | 0.000 |
10,120.030 |
$1.000 |
DOLL | 0.0 |
8053 | STEEL PRICE ADJUSTMENT Bridge, Non-Participating | 10100NS | 0.000 |
17,441.090 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |