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Item List 051057 |
Date:06/01/2018 |
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RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051057 | Primary Project Number | DE07300600504 |
| Contract Description | PADUCAH-SMITHLAND ROAD (US 60) | ||
| Primary County | MCCRACKEN | Fed/St Number | BRO 60-1(148) |
| Vendor ID | 02843 | Vendor Name | C J MAHAN CONSTRUCTION COMPANY LLC |
| Bid Amount | $ 28,452,589.99 | ||
| SM- Project | DE07300600504 |
| Fed/State Number | BRO 60-1(148) |
| Project Description | PADUCAH-SMITHLAND ROAD (US 60) |
| *********** |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | TRAFFIC BOUND BASE | 00020 | 50.000 |
0.000 |
$72.080 |
TON | 0.0 |
| 0020 | ENTRANCE PIPE-15 INCH | 00440 | 121.000 |
121.000 |
$17.410 |
LF | 0.0 |
| 0030 | CULVERT PIPE-54 INCH | 00471 | 178.000 |
178.000 |
$93.310 |
LF | 0.1 |
| 0040 | GRANULAR EMBANKMENT | 02223 | 11,805.000 |
11,805.000 |
$19.790 |
CUYD | 0.8 |
| 0050 | EMBANKMENT IN PLACE | 02230 | 11,340.000 |
11,340.000 |
$7.630 |
CUYD | 0.3 |
| 0060 | CHANNEL LINING CLASS II | 02483 | 12.000 |
21.240 |
$57.020 |
TON | 0.0 |
| 0070 | CHANNEL LINING CLASS III | 02484 | 394.000 |
586.910 |
$18.790 |
TON | 0.0 |
| 0080 | CLEARING AND GRUBBING 9.39 ACRE | 02545 | 1.000 |
1.000 |
$42,000.000 |
LS | 0.1 |
| 0090 | FABRIC-GEOTEXTILE TYPE I | 02596 | 3,437.000 |
0.000 |
$1.620 |
SQYD | 0.0 |
| 0100 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 9,715.000 |
6,750.330 |
$1.620 |
SQYD | 0.1 |
| 0110 | SILT TRAP TYPE B | 02704 | 4.000 |
15.000 |
$250.000 |
EACH | 0.0 |
| 0120 | CLEAN SILT TRAP TYPE B | 02707 | 24.000 |
61.000 |
$218.470 |
EACH | 0.0 |
| 0130 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.2 |
| 0140 | EROSION CONTROL BLANKET | 05950 | 2,235.000 |
481.670 |
$1.250 |
SQYD | 0.0 |
| 0150 | TEMPORARY MULCH | 05952 | 2,004.000 |
8,628.660 |
$0.150 |
SQYD | 0.0 |
| 0160 | TOPDRESSING FERTILIZER | 05966 | 2.350 |
0.000 |
$450.000 |
TON | 0.0 |
| 0170 | SEEDING AND PROTECTION | 05985 | 465.000 |
45,465.000 |
$1.000 |
SQYD | 0.0 |
| 0180 | SPECIAL SEEDING CROWN VETCH | 05989 | 1,539.000 |
0.000 |
$0.500 |
SQYD | 0.0 |
| 0190 | CYCLOPEAN STONE RIP RAP | 08019 | 1,982.000 |
962.110 |
$19.020 |
TON | 0.1 |
| 0200 | CONCRETE-CLASS A | 08100 | 7.820 |
7.820 |
$912.790 |
CUYD | 0.0 |
| 0210 | STEEL REINFORCEMENT | 08150 | 583.000 |
583.000 |
$0.500 |
LB | 0.0 |
| 0220 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
0.000 |
$138.130 |
EACH | 0.0 |
| 0230 | INSTALL PROJECT IDENTIFICATION SIGNS 72 X 120 | 20588NC | 2.000 |
2.000 |
$138.130 |
EACH | 0.0 |
| 0240 | TEMPORARY SILT DITCH | 20594ES213 | 300.000 |
0.000 |
$1.690 |
LF | 0.0 |
| 0250 | CLEAN TEMPORARY SILT DITCH | 20601ES213 | 300.000 |
0.000 |
$0.580 |
LF | 0.0 |
| 0260 | TEMPORARY ACCESS ROAD | 20994ND | 1.000 |
1.000 |
$480,000.000 |
LS | 1.7 |
| 8000 | TEMPORARY ACCESS ROAD Temporary Access Road - McCracken County | 20994ND | 0.000 |
1.000 |
$151,964.070 |
LS | 0.0 |
| 8001 | TEMPORARY SILT FENCE | 02701 | 0.000 |
1,690.000 |
$2.140 |
LF | 0.0 |
| 8002 | CLEAN TEMPORARY SILT FENCE | 02709 | 0.000 |
0.000 |
$0.810 |
LF | 0.0 |
Category Total $1,001,848.98 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0003 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0420 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,330,000.000 |
LS | 4.7 |
| 0430 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$410,000.000 |
LS | 1.4 |
Category Total $1,740,000.00 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0004 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0440 | TRAINEE PAYMENT REIMBURSEMENT 2 IRONWORKERS | 02742 | 2,800.000 |
2,800.000 |
$0.800 |
HOUR | 0.0 |
Category Total $2,240.00 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | PIER 6 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0600 | PILES-STEEL HP14X73 | 08050 | 12,500.000 |
900.000 |
$38.000 |
LF | 1.7 |
| 0610 | TEST PILES | 08033 | 89.000 |
89.000 |
$75.000 |
LF | 0.0 |
| 0620 | PILE SPLICES | 21375ND | 200.000 |
0.000 |
$10.000 |
EACH | 0.0 |
| 0630 | STEEL REINFORCEMENT | 08150 | 501,711.000 |
505,787.000 |
$1.250 |
LB | 2.2 |
| 0640 | CONCRETE-CLASS A | 08100 | 5,431.100 |
5,407.100 |
$170.000 |
CUYD | 3.2 |
| 8013 | PILES-PRECAST CONCRETE-14 INCH Pier 6 Concrete Piling | 08060 | 0.000 |
7,332.290 |
$40.510 |
LF | 0.0 |
| 8015 | LOAD TEST FIXED COST Pier 6 Dynamic Load Test Fee | 21080ND | 0.000 |
1.000 |
$6,909.080 |
LS | 0.0 |
| 8017 | ENGINEERING Pier 6 Engr. Cost (Concrete Pile) | 21726NN | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
Category Total $2,034,100.75 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0007 | CATEGORY Description | BRIDGE | PIER 7 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0710 | CONCRETE-CLASS AA | 08104 | 4,823.600 |
4,823.600 |
$150.000 |
CUYD | 2.5 |
| 0720 | STEEL REINFORCEMENT | 08150 | 615,924.000 |
615,924.000 |
$1.250 |
LB | 2.7 |
| 0730 | STEEL REINF-EPOXY COATED | 08151 | 52,259.000 |
52,259.000 |
$1.250 |
LB | 0.2 |
| 0740 | DREDGED CAISSON | 21081ND | 1.000 |
1.000 |
$13,750,000.000 |
LS | 48.3 |
| 0750 | UNDERWATER INSPECTION | 21082ND | 25.000 |
25.000 |
$2,100.000 |
EACH | 0.2 |
| 0760 | SUBSURFACE EXPLORATION MOBILIZATION | 21083ND | 1.000 |
1.000 |
$10,000.000 |
LS | 0.0 |
| 0770 | PROJECT CPM SCHEDULE | 02570 | 1.000 |
1.000 |
$8,000.000 |
LS | 0.0 |
| 0780 | STANDARD PENETRATION TEST | 21085ND | 224.000 |
224.000 |
$150.000 |
EACH | 0.1 |
| 0790 | SOUNDINGS | 21084ED | 560.000 |
560.000 |
$25.000 |
LF | 0.0 |
| 8011 | CONCRETE-CLASS AA Concrete below Elevation 270 - Dredged Caisson Line Item | 08104 | 0.000 |
3,911.000 |
$0.000 |
CUYD | 0.0 |
| 8012 | STEEL REINFORCEMENT Steel used below Elevation 270 - Dredged Caisson Line Item | 08150 | 0.000 |
929,781.000 |
$0.000 |
LB | 0.0 |
| 8019 | NAVIGATION LIGHTING Temporary Navigational Lighting - Pier 7 | 08267 | 0.000 |
1.000 |
$1,108.490 |
LS | 0.0 |
Category Total $15,426,868.75 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0008 | CATEGORY Description | BRIDGE PIER 8 | PIER 8 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0800 | TEST PILES | 08033 | 166.000 |
166.000 |
$75.000 |
LF | 0.0 |
| 0810 | PILES-STEEL HP14X73 | 08050 | 18,000.000 |
0.000 |
$38.000 |
LF | 2.4 |
| 0820 | CONCRETE-CLASS A | 08100 | 7,969.000 |
6,145.830 |
$170.000 |
CUYD | 4.8 |
| 0830 | STEEL REINFORCEMENT | 08150 | 516,032.000 |
600,858.000 |
$1.250 |
LB | 2.3 |
| 0840 | PILE SPLICES | 21375ND | 360.000 |
0.000 |
$10.000 |
EACH | 0.0 |
| 8003 | ENGINEERING Pier 8 Engr. Cost (Concrete Pile & Footer Size Reduction) | 21726NN | 0.000 |
1.000 |
$60,000.000 |
LS | 0.0 |
| 8004 | LOAD TEST FIXED COST Pier 8 Dynamic Load Tests Fee | 21080ND | 0.000 |
1.000 |
$6,719.160 |
LS | 0.0 |
| 8007 | PILES-PRECAST CONCRETE-14 INCH Pier 8 Concrete Piling | 08060 | 0.000 |
11,593.610 |
$40.510 |
LF | 0.0 |
| 8014 | LOAD TEST FIXED COST Pier 8 Additional Dynamic Load Tests | 21080ND | 0.000 |
1.000 |
$16,943.020 |
LS | 0.0 |
Category Total $2,699,820.00 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | PIER 9 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0900 | TEST PILES | 08033 | 73.000 |
73.000 |
$75.000 |
LF | 0.0 |
| 0910 | PILES-STEEL HP14X73 | 08050 | 10,500.000 |
0.000 |
$38.000 |
LF | 1.4 |
| 0920 | CONCRETE-CLASS A | 08100 | 5,024.700 |
5,012.450 |
$170.000 |
CUYD | 3.0 |
| 0930 | STEEL REINFORCEMENT | 08150 | 490,430.000 |
495,286.000 |
$1.250 |
LB | 2.2 |
| 0940 | PILE SPLICES | 21375ND | 200.000 |
0.000 |
$10.000 |
EACH | 0.0 |
| 8005 | ENGINEERING Pier 9 Engr. Cost (Concrete Pile) | 21726NN | 0.000 |
1.000 |
$30,000.000 |
LS | 0.0 |
| 8006 | LOAD TEST FIXED COST Pier 9 Dynamic Load Tests Fee | 21080ND | 0.000 |
1.000 |
$3,518.940 |
LS | 0.0 |
| 8008 | PILES-PRECAST CONCRETE-14 INCH Pier 9 Concrete Piling | 08060 | 0.000 |
6,277.910 |
$40.510 |
LF | 0.0 |
Category Total $1,873,711.50 |
| SM- Project | DE07300600504 | CATEGORY NUMBER | 0010 | CATEGORY Description | BRIDGE | STRUCTURE # 25234 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1000 | FOUNDATION PREPARATION 025234 | 08003 | 1.000 |
1.000 |
$3,596,000.000 |
LS | 12.6 |
| 1010 | LOADING TESTS | 08040 | 4.000 |
4.000 |
$13,000.000 |
EACH | 0.2 |
| 1020 | LOAD TEST FIXED COST | 21080ND | 1.000 |
1.000 |
$26,000.000 |
LS | 0.1 |
| 8009 | VALUE ENGINEERING Piers 8 & 9 | 10121NX | 0.000 |
1.000 |
$265,230.080 |
DOLL | 0.0 |
| 8010 | DELAY COST | 10070NX | 0.000 |
1.000 |
$978,000.000 |
DOLL | 0.0 |
| 8016 | REPORTING AND ANALYSIS-FINAL Pile Driving Criteria Documentation | 22267NN | 0.000 |
1.000 |
$27,779.670 |
LS | 0.0 |
| 8018 | VALUE ENGINEERING Pier 6 | 10121NX | 0.000 |
1.000 |
$31,561.080 |
DOLL | 0.0 |
Category Total $3,674,000.00 |