|
Item List 141294 |
Date:01/04/2019 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 141294 | Primary Project Number | DE024011514W1 |
| Contract Description | KY 115 AND KY 911 INTERSECTION | ||
| Primary County | CHRISTIAN | Fed/St Number | STP 8907 (003) |
| Vendor ID | 03486 | Vendor Name | HINKLE ENVIRONMENTAL SERVICES LLC |
| Bid Amount | $ 3,957,315.81 | ||
| SM- Project | DE024011514W1 |
| Fed/State Number | STP 8907 (003) |
| Project Description | KY 115 & KY 911 INTERSECTION |
| *********** |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0001 | DGA BASE (PHASE 2) | 00001 | 7,234.000 |
7,234.000 |
$21.000 |
TON | 3.8 |
| 0002 | LEVELING & WEDGING PG64-22 | 00190 | 10.000 |
10.000 |
$129.400 |
TON | 0.0 |
| 0003 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 7,554.000 |
7,554.000 |
$74.480 |
TON | 14.2 |
| 0004 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 757.000 |
757.000 |
$66.000 |
SQYD | 1.3 |
| 0005 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,800.000 |
LS | 0.0 |
| 0006 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 69.000 |
69.000 |
$100.000 |
TON | 0.2 |
| 0007 | CL2 ASPH SURF 0.5B PG64-22 | 23362ES403 | 1,186.000 |
2,398.000 |
$91.550 |
TON | 2.7 |
Category Total $883,070.22 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0008 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | 3,606.000 |
3,090.200 |
$19.500 |
TON | 1.8 |
| 0009 | PERFORATED PIPE-4 IN | 01000 | 105.000 |
105.000 |
$18.500 |
LF | 0.0 |
| 0010 | NON-PERFORATED PIPE-4 IN | 01010 | 12.000 |
0.000 |
$66.000 |
LF | 0.0 |
| 0011 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | 1.000 |
1.000 |
$920.000 |
EACH | 0.0 |
| 0012 | STANDARD CURB AND GUTTER | 01810 | 4,352.600 |
4,352.600 |
$24.500 |
LF | 2.7 |
| 0013 | BARRICADE-TYPE III | 02014 | 18.000 |
16.000 |
$117.000 |
EACH | 0.1 |
| 0014 | REMOVE PAVEMENT | 02091 | 787.000 |
787.000 |
$3.100 |
SQYD | 0.1 |
| 0015 | TEMP DITCH | 02159 | 700.000 |
650.000 |
$5.750 |
LF | 0.1 |
| 0016 | ROADWAY EXCAVATION | 02200 | 33,046.000 |
33,046.000 |
$14.250 |
CUYD | 11.9 |
| 0017 | GRANULAR EMBANKMENT | 02223 | 172.750 |
0.000 |
$38.000 |
CUYD | 0.2 |
| 0018 | WATER | 02242 | 28.000 |
5.000 |
$1.000 |
MGAL | 0.0 |
| 0019 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 43.000 |
39.000 |
$100.000 |
EACH | 0.1 |
| 0020 | WITNESS POST | 02432 | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 0021 | CHANNEL LINING CLASS II | 02483 | 253.000 |
253.000 |
$37.500 |
TON | 0.2 |
| 0022 | CLEARING AND GRUBBING (APPROXIMATELY 7.0 ACRES) | 02545 | 1.000 |
1.000 |
$104,000.000 |
LS | 2.6 |
| 0023 | TEMPORARY SIGNS | 02562 | 1,157.000 |
885.000 |
$7.000 |
SQFT | 0.2 |
| 0024 | EDGE KEY | 02585 | 192.710 |
192.710 |
$45.000 |
LF | 0.2 |
| 0025 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 2,029.000 |
2,029.000 |
$2.000 |
SQYD | 0.1 |
| 0026 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 2,294.000 |
2,294.000 |
$2.000 |
SQYD | 0.1 |
| 0027 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$165,000.000 |
LS | 4.2 |
| 0028 | DIVERSIONS (BY-PASS DETOURS) (PHASE 1) | 02651 | 1.000 |
1.000 |
$6,800.000 |
LS | 0.2 |
| 0029 | DIVERSIONS (BY-PASS DETOURS) (PHASE 2) | 02651 | 1.000 |
1.000 |
$6,800.000 |
LS | 0.2 |
| 0030 | DIVERSIONS (BY-PASS DETOURS) (PHASE 3) | 02651 | 1.000 |
1.000 |
$39,900.000 |
LS | 1.0 |
| 0031 | DIVERSIONS (BY-PASS DETOURS) (PHASE 4) | 02651 | 1.000 |
1.000 |
$17,900.000 |
LS | 0.5 |
| 0032 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 4.000 |
4.000 |
$6,000.000 |
EACH | 0.6 |
| 0033 | TEMP SILT FENCE | 02701 | 2,925.700 |
2,925.700 |
$2.000 |
LF | 0.1 |
| 0034 | SILT TRAP TYPE A | 02703 | 4.000 |
3.000 |
$350.000 |
EACH | 0.0 |
| 0035 | SILT TRAP TYPE B | 02704 | 33.000 |
20.000 |
$230.000 |
EACH | 0.2 |
| 0036 | SILT TRAP TYPE C | 02705 | 56.000 |
21.000 |
$300.000 |
EACH | 0.4 |
| 0037 | CLEAN SILT TRAP TYPE A | 02706 | 12.000 |
6.000 |
$50.000 |
EACH | 0.0 |
| 0038 | CLEAN SILT TRAP TYPE B | 02707 | 33.000 |
21.000 |
$50.000 |
EACH | 0.0 |
| 0039 | CLEAN SILT TRAP TYPE C | 02708 | 501.200 |
15.000 |
$10.000 |
EACH | 0.1 |
| 0040 | CLEAN TEMP SILT FENCE | 02709 | 5,851.000 |
2,075.000 |
$0.410 |
LF | 0.1 |
| 0041 | SIDEWALK-4 IN CONCRETE | 02720 | 1,906.700 |
1,906.700 |
$50.000 |
SQYD | 2.4 |
| 0042 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 1.3 |
| 0043 | ARROW PANEL | 02775 | 2.000 |
0.000 |
$3,500.000 |
EACH | 0.2 |
| 0044 | EROSION CONTROL BLANKET | 05950 | 13,598.000 |
13,533.000 |
$1.100 |
SQYD | 0.4 |
| 0045 | TEMP MULCH | 05952 | 33,691.000 |
4,007.000 |
$0.250 |
SQYD | 0.2 |
| 0046 | INITIAL FERTILIZER | 05963 | 0.700 |
0.700 |
$1,000.000 |
TON | 0.0 |
| 0047 | 20-10-10 FERTILIZER | 05964 | 0.700 |
0.000 |
$1,000.000 |
TON | 0.0 |
| 0048 | SEEDING AND PROTECTION | 05985 | 14,526.000 |
14,526.000 |
$0.380 |
SQYD | 0.1 |
| 0049 | SODDING | 05990 | 527.600 |
500.000 |
$7.000 |
SQYD | 0.1 |
| 0050 | AGRICULTURAL LIMESTONE | 05992 | 0.700 |
0.700 |
$150.000 |
TON | 0.0 |
| 0051 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 22,312.000 |
22,312.000 |
$0.190 |
LF | 0.1 |
| 0052 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 11,596.000 |
10,158.000 |
$0.240 |
LF | 0.1 |
| 0053 | PAVE STRIPING REMOVAL-4 IN | 06530 | 1,258.000 |
1,258.000 |
$1.000 |
LF | 0.0 |
| 0054 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 625.500 |
625.500 |
$5.950 |
LF | 0.1 |
| 0055 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 175.000 |
168.000 |
$10.950 |
LF | 0.0 |
| 0056 | PAVE MARKING-THERMO CURV ARROW | 06574 | 16.000 |
16.000 |
$120.000 |
EACH | 0.0 |
| 0057 | FUEL ADJUSTMENT | 10020NS | 21,832.000 |
21,832.000 |
$1.000 |
DOLL | 0.6 |
| 0058 | ASPHALT ADJUSTMENT | 10030NS | 34,170.000 |
5,553.320 |
$1.000 |
DOLL | 0.9 |
| 0059 | PIPELINE VIDEO INSPECTION | 23131ER701 | 2,126.000 |
0.000 |
$2.500 |
LF | 0.1 |
| 0060 | DETECTABLE WARNINGS | 23158ES505 | 472.000 |
472.000 |
$25.000 |
SQFT | 0.3 |
Category Total $1,387,374.58 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0061 | ENTRANCE PIPE-15 IN | 00440 | 48.000 |
48.000 |
$42.000 |
LF | 0.1 |
| 0062 | ENTRANCE PIPE-18 IN | 00441 | 108.500 |
108.500 |
$49.000 |
LF | 0.1 |
| 0063 | ENTRANCE PIPE-24 IN | 00443 | 28.000 |
28.000 |
$56.000 |
LF | 0.0 |
| 0064 | ENTRANCE PIPE-18 IN EQUIV | 00451 | 122.200 |
122.200 |
$50.000 |
LF | 0.2 |
| 0065 | CULVERT PIPE-18 IN | 00462 | 50.700 |
50.700 |
$72.500 |
LF | 0.1 |
| 0066 | STORM SEWER PIPE-15 IN | 00521 | 1,779.800 |
1,779.800 |
$58.000 |
LF | 2.6 |
| 0067 | STORM SEWER PIPE-18 IN | 00522 | 2,338.400 |
2,338.400 |
$60.000 |
LF | 3.5 |
| 0068 | STORM SEWER PIPE-24 IN | 00524 | 84.100 |
84.100 |
$96.000 |
LF | 0.2 |
| 0069 | PIPE CULVERT HEADWALL-15 IN | 01202 | 2.000 |
2.000 |
$1,175.000 |
EACH | 0.1 |
| 0070 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,175.000 |
EACH | 0.0 |
| 0071 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 6.000 |
6.000 |
$1,850.000 |
EACH | 0.3 |
| 0072 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$1,850.000 |
EACH | 0.1 |
| 0073 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$2,900.000 |
EACH | 0.1 |
| 0074 | CURB BOX INLET TYPE B | 01480 | 16.000 |
16.000 |
$4,000.000 |
EACH | 1.6 |
| 0075 | DROP BOX INLET TYPE 13G | 01559 | 21.000 |
21.000 |
$2,900.000 |
EACH | 1.5 |
| 0076 | DROP BOX INLET TYPE 13S | 01568 | 2.000 |
2.000 |
$4,200.000 |
EACH | 0.2 |
| 0077 | DROP BOX INLET TYPE 14 | 01577 | 10.000 |
10.000 |
$1,800.000 |
EACH | 0.5 |
| 0078 | REMOVE DROP BOX INLET | 01585 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0079 | JUNCTION BOX-18 IN | 01642 | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.1 |
Category Total $446,917.25 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0004 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0080 | STEEL ENCASEMENT PIPE-BORE&JACK-16 IN | 01082 | 205.000 |
205.000 |
$285.000 |
LF | 1.5 |
| 0081 | FLOWABLE FILL | 02220 | 40.000 |
40.000 |
$95.000 |
CUYD | 0.1 |
| 0082 | PVC PIPE-8 IN (GRAVITY SEWER) | 03387 | 355.000 |
355.000 |
$85.000 |
LF | 0.8 |
| 0083 | RECONNECT SEWER SERVICE (1 1/2" HOUSE SEWER WITH SERVICE BOX) | 03444 | 9.000 |
9.000 |
$585.000 |
EACH | 0.1 |
| 0084 | VALVE-2 IN (2" DIAMETER CONTROL VALVE WITH VALVE BO | 03493 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0085 | BEND 11.25 DEG 8 IN (BEND AND BLOCK) | 03539 | 3.000 |
3.000 |
$395.000 |
EACH | 0.0 |
| 0086 | BEND 22.50 DEG 8 IN (BEND AND BLOCK) | 03546 | 4.000 |
4.000 |
$445.000 |
EACH | 0.0 |
| 0087 | BEND 45 DEG 8 IN (BEND AND BLOCK) | 03563 | 12.000 |
12.000 |
$445.000 |
EACH | 0.1 |
| 0088 | REDUCER (2" X 1 1/2") | 20056NN | 5.000 |
5.000 |
$280.000 |
EACH | 0.0 |
| 0089 | CONCRETE ENCASEMENT | 20057ES601 | 43.000 |
43.000 |
$175.000 |
LF | 0.2 |
| 0090 | SOLID SLEEVE-8 IN | 20123EC | 1.000 |
1.000 |
$327.000 |
EACH | 0.0 |
| 0091 | ACCESS MANHOLE VAULT (8" FORCE MAIN VAULT) | 20153EC | 1.000 |
1.000 |
$4,900.000 |
EACH | 0.1 |
| 0092 | CONNECT TO EXIST MANHOLE (CONNECT 8" SANITARY SEWER TO EXISTING M | 20424EC | 1.000 |
1.000 |
$1,800.000 |
EACH | 0.0 |
| 0093 | CONNECT TO EXIST MANHOLE (2 1/2" DIAMETER SANITARY FORCE MAIN TO | 20424EC | 1.000 |
1.000 |
$760.000 |
EACH | 0.0 |
| 0094 | PAVEMENT REPAIR (BITUMINOUS) | 20757ED | 429.000 |
429.000 |
$50.000 |
SQYD | 0.5 |
| 0095 | PAVEMENT REPAIR (CONCRETE) | 20757ED | 65.000 |
65.000 |
$80.000 |
SQYD | 0.1 |
| 0096 | TIE-IN TO FORCE MAIN (SMALL DIAMETER, 1 1/2", 2 " & 2 1/2") | 21353ND | 6.000 |
6.000 |
$945.000 |
EACH | 0.1 |
| 0097 | TIE-IN TO FORCE MAIN (8" DIAMETER) | 21353ND | 1.000 |
1.000 |
$4,100.000 |
EACH | 0.1 |
| 0098 | TIE-IN TO FORCE MAIN (10") | 21353ND | 1.000 |
1.000 |
$4,675.000 |
EACH | 0.1 |
| 0099 | CUT CAP AND BLOCK FORCE MAIN (3" DIAMETER) | 21354ND | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 0100 | CUT CAP AND BLOCK FORCE MAIN (1 1/2" DIAMETER) | 21354ND | 12.000 |
12.000 |
$447.000 |
EACH | 0.1 |
| 0101 | CUT CAP AND BLOCK FORCE MAIN (2" DIAMETER) | 21354ND | 3.000 |
3.000 |
$447.000 |
EACH | 0.0 |
| 0102 | CUT CAP AND BLOCK FORCE MAIN (2 1/2" DIAMETER) | 21354ND | 1.000 |
1.000 |
$447.000 |
EACH | 0.0 |
| 0103 | CUT CAP AND BLOCK FORCE MAIN (8" DIAMETER) | 21354ND | 2.000 |
2.000 |
$550.000 |
EACH | 0.0 |
| 0104 | PLUG 8 IN SEWER-STUB OUT (PVC GRAVITY SEWER WITH END CAP) | 21393ND | 3.000 |
3.000 |
$1,025.000 |
EACH | 0.1 |
| 0105 | MANHOLE-4 FT (STANDARD MANHOLE WITH INTERIOR COATING) | 21918NN | 4.000 |
4.000 |
$3,585.000 |
EACH | 0.4 |
| 0106 | MANHOLE-4 FT BARREL EXTENSION (EXISTING WATERLINE) | 21921EN | 3.000 |
3.000 |
$322.000 |
VTFT | 0.0 |
| 0107 | AIR RELEASE VALVE ASSEMBLY (SEWAGE COMBINATION AIR/VACUUM VALVE & V | 22082NN | 5.000 |
5.000 |
$4,533.000 |
EACH | 0.6 |
| 0108 | SANITARY SEWER FORCE MAIN (1 1/2" PVC) | 23013EN | 1,260.000 |
1,260.000 |
$14.500 |
LF | 0.5 |
| 0109 | SANITARY SEWER FORCE MAIN (2" PVC) | 23013EN | 1,000.000 |
1,000.000 |
$11.000 |
LF | 0.3 |
| 0110 | SANITARY SEWER FORCE MAIN (2 1/2" PVC) | 23013EN | 130.000 |
130.000 |
$30.000 |
LF | 0.1 |
| 0111 | SOLID SLEEVE-10 IN (MJ) | 23311EC | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0112 | WYE CONNECTION (10"X10"X8" TEE-WYE) | 23330EC | 1.000 |
1.000 |
$1,046.000 |
EACH | 0.0 |
| 0113 | PVC FORCE MAIN-8 IN (CLASS 350) | 24241EN | 3,255.000 |
3,255.000 |
$33.500 |
LF | 2.8 |
| 0114 | REMOVE AIR RELEASE PIT (ARV VAULT, SALVAGE ARV FOR OWNER) | 24244EC | 2.000 |
2.000 |
$370.000 |
EACH | 0.0 |
| 0115 | STUB OUT (6" DIAMETER WITH END CAP) | 24746EC | 1.000 |
1.000 |
$975.000 |
EACH | 0.0 |
| 0116 | STUB OUT (1 1/2" DIAMETER FOR FUTURE SERVICE CONN | 24746EC | 1.000 |
1.000 |
$440.000 |
EACH | 0.0 |
| 0117 | HOUSE SERVICE BOX (FOR 1 1/2" FORCE MAIN) | 24747EC | 13.000 |
13.000 |
$105.000 |
EACH | 0.0 |
| 8010 | UTILITY RELOCATION & COORDINATION UTILITY EXPLORATION | 24722EC | 0.000 |
1.000 |
$6,300.000 |
LS | 0.0 |
| 8020 | UTILITY RELOCATION SEWER LINE | 24725EC | 0.000 |
1.000 |
$2,203.200 |
LS | 0.0 |
Category Total $361,828.50 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0005 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0118 | CONDUIT-1 IN | 04792 | 15.000 |
15.000 |
$10.000 |
LF | 0.0 |
| 0119 | CONDUIT-1 1/4 IN | 04793 | 140.000 |
140.000 |
$12.000 |
LF | 0.0 |
| 0120 | CONDUIT-2 IN | 04795 | 120.000 |
120.000 |
$8.000 |
LF | 0.0 |
| 0121 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | 4.000 |
4.000 |
$800.000 |
EACH | 0.1 |
| 0122 | TRENCHING AND BACKFILLING | 04820 | 275.000 |
275.000 |
$8.150 |
LF | 0.1 |
| 0123 | LOOP WIRE | 04830 | 3,310.000 |
3,310.000 |
$0.500 |
LF | 0.0 |
| 0124 | CABLE-NO. 14/5C | 04844 | 2,675.000 |
2,675.000 |
$1.400 |
LF | 0.1 |
| 0125 | CABLE-NO. 14/1 PAIR | 04850 | 2,195.000 |
2,195.000 |
$1.400 |
LF | 0.1 |
| 0126 | MESSENGER-10800 LB | 04885 | 410.000 |
410.000 |
$2.300 |
LF | 0.0 |
| 0127 | LOOP SAW SLOT AND FILL | 04895 | 1,247.000 |
1,347.000 |
$13.000 |
LF | 0.4 |
| 0128 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
1.000 |
$3,650.000 |
EACH | 0.1 |
| 0129 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$900.000 |
EACH | 0.1 |
| 0130 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.1 |
| 0131 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | 8.000 |
8.000 |
$240.000 |
EACH | 0.0 |
| 0132 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | 12.000 |
12.000 |
$200.000 |
EACH | 0.1 |
| 0133 | INSTALL TEMP VIDEO CAMERA | 20456NS835 | 4.000 |
4.000 |
$650.000 |
EACH | 0.1 |
| 0134 | RELOCATE SIGNAL HEAD | 21659NN | 8.000 |
12.000 |
$300.000 |
EACH | 0.1 |
| 0135 | INSTALL PEDESTRIAN DETECTOR | 21743NN | 8.000 |
8.000 |
$175.000 |
EACH | 0.0 |
| 0136 | TRAFFIC SIGNAL POLE BASE | 23157EN | 19.600 |
19.600 |
$1,040.000 |
CUYD | 0.5 |
| 0137 | INSTALL VIDEO DETECTION CABLE | 23670EC | 600.000 |
600.000 |
$1.000 |
LF | 0.0 |
| 0138 | INSTALL ANTENNA | 23982EC | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
Category Total $77,312.25 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0006 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0139 | DUCTILE IRON PIPE-6 IN (CLASS 350) | 01093 | 1,439.000 |
1,439.000 |
$41.000 |
LF | 1.5 |
| 0140 | DUCTILE IRON PIPE-8 IN (CLASS 350) | 01095 | 225.000 |
225.000 |
$51.000 |
LF | 0.3 |
| 0141 | DUCTILE IRON PIPE-12 IN (CLASS 350) | 01099 | 2,711.000 |
2,711.000 |
$65.000 |
LF | 4.5 |
| 0142 | PVC PIPE-6 IN (C900, CLASS 200) | 03385 | 177.000 |
177.000 |
$40.000 |
LF | 0.2 |
| 0143 | RELOCATE WATER METER (RELOCATE & RECONNECT) | 03431 | 14.000 |
14.000 |
$900.000 |
EACH | 0.3 |
| 0144 | REMOVE FIRE HYDRANT | 03434 | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 0145 | FLUSH HYDRANT (POST HYDRANT W/ VALVE - TEMPORARY) | 03439 | 1.000 |
1.000 |
$2,161.000 |
EACH | 0.1 |
| 0146 | GATE VALVE-2 IN (VALVE & BOX) | 03522 | 2.000 |
2.000 |
$442.000 |
EACH | 0.0 |
| 0147 | GATE VALVE-6 IN (VALVE & BOX) | 03526 | 13.000 |
13.000 |
$920.000 |
EACH | 0.3 |
| 0148 | GATE VALVE-8 IN (VALVE & BOX) | 03528 | 4.000 |
4.000 |
$1,367.000 |
EACH | 0.1 |
| 0149 | GATE VALVE-12 IN (VALVE & BOX) | 03532 | 6.000 |
6.000 |
$2,648.000 |
EACH | 0.4 |
| 0150 | RECONNECT METER | 20169EC | 1.000 |
1.000 |
$220.000 |
EACH | 0.0 |
| 0151 | CONNECT TO 6 IN (EXISTING WATERLINE) | 20559NC | 5.000 |
5.000 |
$1,828.000 |
EACH | 0.2 |
| 0152 | PAVEMENT REPAIR | 20757ED | 185.000 |
185.000 |
$50.000 |
SQYD | 0.2 |
| 0153 | TAPPING SLEEVE AND VALVE-6IN X 6 IN (VALVE & BOX) | 20951ND | 6.000 |
6.000 |
$3,320.000 |
EACH | 0.5 |
| 0154 | TAPPING SLEEVE & VALVE 8 X 8 (VALVE & BOX) | 21180ND | 1.000 |
1.000 |
$4,155.000 |
EACH | 0.1 |
| 0155 | CONNECT TO 2 IN (EXISTING WATERLINE - TEMPORARY) | 22871NN | 3.000 |
3.000 |
$1,030.000 |
EACH | 0.1 |
| 0156 | CONNECT TO 2 IN (EXISTING WATERLINE) | 22871NN | 4.000 |
4.000 |
$1,030.000 |
EACH | 0.1 |
| 0157 | BORE HARD PAVED DRIVEWAY (UNCASED DRIVE BORE, ALL SIZES) | 23012EN | 47.000 |
47.000 |
$60.000 |
LF | 0.1 |
| 0158 | RESTRAINED JOINT GASKET-12 IN (CLASS 350) | 23133ND | 8.000 |
8.000 |
$175.000 |
EACH | 0.0 |
| 0159 | VALVE BOX (6" VALVE INSERTION & BOX) | 23310EC | 1.000 |
1.000 |
$10,768.000 |
EACH | 0.3 |
| 0160 | FIRE HYDRANT WITH GATE VALVE (LARGE HYDRANT) | 23502EC | 10.000 |
10.000 |
$4,680.000 |
EACH | 1.2 |
| 0161 | PROJECT CLEANUP (FINAL, EXCLUDING DRIVE AND STREET X-ING | 23510EC | 1.000 |
1.000 |
$20,000.000 |
LS | 0.5 |
| 0162 | OPEN CUT W/ STEEL ENCASEMENT-22 IN (ROAD CROSSING, 22" CASING, 12" CARRIER) | 24239ED | 70.000 |
70.000 |
$170.000 |
LF | 0.3 |
| 0163 | OPEN CUT W/ STEEL ENCASEMENT-14 IN (ROAD CROSSING, 14" CASING, 6" CARRIER) | 24243EC | 156.000 |
156.000 |
$155.000 |
LF | 0.6 |
| 0164 | CAP & PLUG (EXISTING WATERLINE, ALL SIZES) | 24633EC | 22.000 |
22.000 |
$500.000 |
EACH | 0.3 |
| 0165 | STEEL ENCASEMENT PIPE (ROAD BORE, 22" CASING, 12" CARRIER) | 24668EC | 110.000 |
110.000 |
$390.000 |
LF | 1.1 |
| 0166 | STEEL ENCASEMENT PIPE (ROAD BORE, 16" CASING, 8" CARRIER) | 24668EC | 40.000 |
40.000 |
$323.000 |
LF | 0.3 |
| 0167 | STEEL ENCASEMENT PIPE (ROAD BORE, 14" CASING, 6" CARRIER) | 24668EC | 95.000 |
95.000 |
$260.000 |
LF | 0.6 |
| 8000 | INSERTION VALVE 10 Inch | 24699EC | 0.000 |
2.000 |
$15,575.000 |
EACH | 0.0 |
Category Total $563,213.00 |
| SM- Project | DE024011514W1 | CATEGORY NUMBER | 0007 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0168 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$182,000.000 |
LS | 4.6 |
| 0169 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$55,600.000 |
LS | 1.4 |
Category Total $237,600.00 |