|
Item List 201312 |
Date:03/28/2025 |
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|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 201312 | Primary Project Number | DE05923732012 |
| Contract Description | BROMLEY-CRESCENT SPRINGS ROAD (KY 2373) | ||
| Primary County | KENTON | Fed/St Number | STPM 3002 (258) |
| Vendor ID | 00671 | Vendor Name | PRUS CONSTRUCTION COMPANY |
| Bid Amount | $ 7,517,313.06 | ||
| SM- Project | DE05923732012 |
| Fed/State Number | STPM 3002 (258) |
| Project Description | BROMLEY-CRESCENT SPRINGS ROAD (KY 2373) |
| *********** |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0005 | CRUSHED STONE BASE | 00003 | 3,399.000 |
3,399.000 |
$34.000 |
TON | 1.5 |
| 0010 | LIME STABILIZED ROADBED | 00013 | 9,304.000 |
9,304.000 |
$8.000 |
SQYD | 1.0 |
| 0015 | LIME | 00014 | 186.000 |
186.000 |
$172.000 |
TON | 0.4 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 57.000 |
57.000 |
$45.000 |
TON | 0.0 |
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | 883.000 |
883.000 |
$70.000 |
TON | 0.8 |
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 4,061.000 |
4,061.000 |
$70.000 |
TON | 3.8 |
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 1,286.000 |
1,286.000 |
$88.000 |
TON | 1.5 |
| 0040 | ASPHALT MATERIAL FOR TACK | 00356 | 9.000 |
9.000 |
$725.000 |
TON | 0.1 |
| 0045 | ASPHALT CURING SEAL | 00358 | 9.000 |
9.000 |
$800.000 |
TON | 0.1 |
| 0050 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 417.100 |
417.100 |
$104.000 |
SQYD | 0.6 |
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 150.000 |
150.000 |
$84.000 |
TON | 0.2 |
| 0060 | SAND FOR BLOTTER | 02702 | 23.000 |
23.000 |
$82.000 |
TON | 0.0 |
| 0065 | SAW CUT | 20430ED | 1,375.000 |
1,375.000 |
$2.150 |
LF | 0.0 |
| 0070 | SUBGRADE STABILIZATION | 24790EC | 2,440.000 |
2,440.000 |
$8.000 |
SQYD | 0.3 |
Category Total $777,868.65 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0075 | DRAINAGE BLANKET-EMBANKMENT | 00021 | 688.000 |
688.000 |
$58.250 |
CUYD | 0.5 |
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 3.000 |
3.000 |
$112.000 |
TON | 0.0 |
| 0085 | ENTRANCE PIPE-18 IN | 00441 | 86.000 |
86.000 |
$100.000 |
LF | 0.1 |
| 0090 | PERFORATED PIPE-4 IN | 01000 | 1,255.000 |
1,255.000 |
$8.000 |
LF | 0.1 |
| 0095 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | 7,554.000 |
7,554.000 |
$8.500 |
LF | 0.9 |
| 0100 | NON-PERFORATED PIPE-4 IN | 01010 | 668.000 |
668.000 |
$15.000 |
LF | 0.1 |
| 0105 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | 1.000 |
1.000 |
$825.000 |
EACH | 0.0 |
| 0110 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 2.000 |
2.000 |
$925.000 |
EACH | 0.0 |
| 0115 | FLUME INLET TYPE 2 | 01691 | 1.000 |
1.000 |
$6,000.000 |
EACH | 0.1 |
| 0120 | STANDARD CURB AND GUTTER | 01810 | 7,268.000 |
7,268.000 |
$21.500 |
LF | 2.1 |
| 0125 | ISLAND CURB AND GUTTER | 01825 | 591.000 |
591.000 |
$34.210 |
LF | 0.3 |
| 0130 | STANDARD INTEGRAL CURB | 01830 | 49.000 |
49.000 |
$24.000 |
LF | 0.0 |
| 0135 | STANDARD HEADER CURB | 01875 | 137.000 |
137.000 |
$40.000 |
LF | 0.1 |
| 0140 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 0145 | BARRICADE-TYPE III | 02014 | 4.000 |
4.000 |
$250.000 |
EACH | 0.0 |
| 0150 | REMOVE PAVEMENT | 02091 | 407.000 |
407.000 |
$18.000 |
SQYD | 0.1 |
| 0155 | PAVED DITCH TYPE 2 | 02158 | 697.000 |
697.000 |
$88.000 |
SQYD | 0.8 |
| 0160 | EMBANKMENT IN PLACE | 02230 | 35,712.000 |
35,712.000 |
$18.500 |
CUYD | 8.8 |
| 0165 | WATER | 02242 | 200.000 |
200.000 |
$25.000 |
MGAL | 0.1 |
| 0170 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 100.000 |
100.000 |
$50.000 |
LF | 0.1 |
| 0175 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 0180 | REMOVE GUARDRAIL | 02381 | 300.000 |
300.000 |
$10.000 |
LF | 0.0 |
| 0185 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 50.000 |
50.000 |
$175.000 |
EACH | 0.1 |
| 0190 | WITNESS POST | 02432 | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 0195 | CHANNEL LINING CLASS III | 02484 | 1,019.000 |
1,019.000 |
$72.000 |
TON | 1.0 |
| 0200 | CLEARING AND GRUBBING (APPROXIMATELY 11.6 ACRES) | 02545 | 1.000 |
1.000 |
$115,000.000 |
LS | 1.5 |
| 0205 | CONCRETE-CLASS B (FOR PARTIALLY GROUTED RIPRAP) | 02555 | 67.000 |
67.000 |
$295.000 |
CUYD | 0.3 |
| 0210 | TEMPORARY SIGNS | 02562 | 350.000 |
350.000 |
$10.000 |
SQFT | 0.0 |
| 0215 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | 1,950.000 |
1,950.000 |
$2.650 |
SQYD | 0.1 |
| 0220 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | 3,578.000 |
3,578.000 |
$2.000 |
SQYD | 0.1 |
| 0225 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.3 |
| 0230 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$10,000.000 |
EACH | 0.3 |
| 0235 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0240 | SAFELOADING | 02690 | 157.000 |
157.000 |
$160.000 |
CUYD | 0.3 |
| 0245 | SIDEWALK-4 IN CONCRETE | 02720 | 182.000 |
182.000 |
$68.000 |
SQYD | 0.2 |
| 0250 | STAKING | 02726 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0255 | REMOVE STRUCTURE SLAB BRIDGE STA 40+25 | 02731 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.3 |
| 0260 | REMOVE STRUCTURE SLAB BRIDGE STA 47+30 | 02731 | 1.000 |
1.000 |
$23,000.000 |
LS | 0.3 |
| 0265 | EROSION CONTROL BLANKET | 05950 | 762.000 |
762.000 |
$6.250 |
SQYD | 0.1 |
| 0270 | INITIAL FERTILIZER | 05963 | 1.950 |
1.950 |
$965.000 |
TON | 0.0 |
| 0275 | MAINTENANCE FERTILIZER | 05964 | 0.980 |
0.980 |
$965.000 |
TON | 0.0 |
| 0280 | SEEDING AND PROTECTION | 05985 | 16,495.000 |
16,495.000 |
$0.750 |
SQYD | 0.2 |
| 0285 | SODDING | 05990 | 2,400.000 |
2,400.000 |
$8.000 |
SQYD | 0.3 |
| 0290 | AGRICULTURAL LIMESTONE | 05992 | 11.700 |
11.700 |
$80.000 |
TON | 0.0 |
| 0295 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 264.500 |
264.500 |
$18.000 |
SQFT | 0.1 |
| 0300 | STEEL POST TYPE 1 | 06410 | 581.000 |
581.000 |
$12.750 |
LF | 0.1 |
| 0305 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 1,000.000 |
1,000.000 |
$0.550 |
LF | 0.0 |
| 0310 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 16,955.000 |
16,955.000 |
$0.200 |
LF | 0.0 |
| 0315 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | 990.000 |
990.000 |
$2.700 |
LF | 0.0 |
| 0320 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 150.000 |
150.000 |
$9.250 |
LF | 0.0 |
| 0325 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 14.000 |
14.000 |
$6.350 |
SQFT | 0.0 |
| 0330 | PAVE MARKING-THERMO CURV ARROW | 06574 | 4.000 |
4.000 |
$95.000 |
EACH | 0.0 |
| 0335 | PAVE MARKING-THERMO COMB ARROW | 06575 | 4.000 |
4.000 |
$110.000 |
EACH | 0.0 |
| 0340 | FUEL ADJUSTMENT | 10020NS | 15,319.000 |
15,319.000 |
$1.000 |
DOLL | 0.2 |
| 0345 | ASPHALT ADJUSTMENT | 10030NS | 20,905.000 |
20,905.000 |
$1.000 |
DOLL | 0.3 |
| 0350 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | 1.000 |
1.000 |
$28,000.000 |
LS | 0.4 |
| 0355 | DETECTABLE WARNINGS | 23158ES505 | 150.000 |
150.000 |
$26.000 |
SQFT | 0.1 |
| 0360 | BARCODE SIGN INVENTORY | 24631EC | 64.000 |
64.000 |
$10.500 |
EACH | 0.0 |
| 0365 | MISC DEMO AND DISPOSAL PARCEL 22 OUTBUIDING | 40001 | 1.000 |
1.000 |
$10,500.000 |
LS | 0.1 |
| 0370 | MISC DEMO AND DISPOSAL PARCEL 28 HOUSE & GARAGE | 40001 | 1.000 |
1.000 |
$14,000.000 |
LS | 0.2 |
| 0375 | MISC DEMO AND DISPOSAL PARCEL 29 HOUSE | 40001 | 1.000 |
1.000 |
$24,500.000 |
LS | 0.3 |
| 8011 | COST PLUS WORK Edenderry 4-Way Stop Pedestrian Crossing Improvements | 10080NSD | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
| 8013 | REMOVE STRUCTURE | 02731 | 0.000 |
0.000 |
$10,630.580 |
LS | 0.0 |
| 8014 | EW~ PERMANENT SIGNAGE | 10090NX | 0.000 |
0.000 |
$14,302.000 |
LS | 0.0 |
Category Total $1,660,250.96 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0380 | CULVERT PIPE-96 IN EQUIV | 00508 | 102.000 |
102.000 |
$1,600.000 |
LF | 2.2 |
| 0385 | STORM SEWER PIPE-18 IN | 00522 | 2,231.000 |
2,231.000 |
$93.000 |
LF | 2.8 |
| 0390 | STORM SEWER PIPE-24 IN | 00524 | 69.000 |
69.000 |
$155.000 |
LF | 0.1 |
| 0395 | PIPE CULVERT HEADWALL-18 IN | 01204 | 4.000 |
4.000 |
$1,200.000 |
EACH | 0.1 |
| 0400 | PIPE CULVERT HEADWALL-24 IN | 01208 | 1.000 |
1.000 |
$1,650.000 |
EACH | 0.0 |
| 0405 | PIPE CULVERT HEADWALL-96 IN EQUIV (SPECIAL DESIGN INLET) | 01227 | 1.000 |
1.000 |
$24,000.000 |
EACH | 0.3 |
| 0410 | S & F BOX INLET-OUTLET-18 IN | 01450 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 0415 | CURB BOX INLET TYPE A | 01456 | 18.000 |
18.000 |
$6,300.000 |
EACH | 1.5 |
| 0420 | DROP BOX INLET TYPE 1 | 01490 | 2.000 |
2.000 |
$4,550.000 |
EACH | 0.1 |
| 0425 | JUNCTION BOX | 01650 | 1.000 |
1.000 |
$2,450.000 |
EACH | 0.0 |
| 0430 | ADJUST INLET | 01719 | 1.000 |
1.000 |
$2,950.000 |
EACH | 0.0 |
| 0435 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,700.000 |
EACH | 0.0 |
| 0440 | MANHOLE TYPE B | 01761 | 2.000 |
2.000 |
$4,250.000 |
EACH | 0.1 |
| 0445 | MANHOLE TYPE B MOD | 01762 | 4.000 |
4.000 |
$5,425.000 |
EACH | 0.3 |
| 0450 | CONCRETE-CLASS A (REVISED: 9-18-20) | 08100 | 12.200 |
12.200 |
$1,125.000 |
CUYD | 0.2 |
| 0455 | STEEL REINFORCEMENT | 08150 | 855.000 |
855.000 |
$1.550 |
LB | 0.0 |
| 8010 | CORED HOLE DRAINAGE BOX CON | 23610NC | 0.000 |
0.000 |
$5,196.540 |
EACH | 0.0 |
| 8012 | REMOVE AND RESET emove and Replace 18" Storm Sewer due to Gas Conflict | 24731EC | 0.000 |
0.000 |
$22,511.110 |
EACH | 0.0 |
Category Total $592,178.25 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0004 | CATEGORY Description | BRIDGE - #28353 - CULVERT OVER PLEASANT RUN CREEK |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0460 | FOUNDATION PREPARATION (28353) | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 0.7 |
| 0465 | CONCRETE-CLASS A | 08100 | 687.000 |
687.000 |
$1,325.000 |
CUYD | 12.1 |
| 0470 | STEEL REINFORCEMENT | 08150 | 57,588.000 |
57,588.000 |
$1.150 |
LB | 0.9 |
| 8008 | MASS CONCRETE | 10041NS | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $1,026,501.20 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0005 | CATEGORY Description | BRIDGE - #28354 - SOLDIER PILE RETAINING WALL |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0475 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 1,092.000 |
1,092.000 |
$25.000 |
CUYD | 0.4 |
| 0480 | HANDRAIL-TYPE A-1 | 02611 | 1,804.000 |
1,804.000 |
$72.000 |
LF | 1.7 |
| 0485 | RETAINING WALL | 08018 | 19,533.000 |
19,533.000 |
$50.000 |
SQFT | 13.0 |
| 0490 | TEST PILES | 08033 | 371.000 |
371.000 |
$48.000 |
LF | 0.2 |
| 0495 | PRE-DRILLING FOR PILES | 08039 | 4,415.000 |
4,415.000 |
$100.000 |
LF | 5.9 |
| 0500 | PILES-STEEL HP14X73 | 08050 | 1,218.000 |
1,218.000 |
$40.000 |
LF | 0.6 |
| 0505 | SHEAR CONNECTORS (ESIMATED 4,318) | 08170 | 1.000 |
1.000 |
$21,000.000 |
LS | 0.3 |
| 0510 | CONCRETE FORM LINER | 21119ED | 1,970.000 |
1,970.000 |
$40.000 |
SQYD | 1.0 |
| 0515 | CONCRETE SEALING | 23378EC | 19,551.000 |
19,551.000 |
$3.500 |
SQFT | 0.9 |
| 0520 | PILES-STEEL W18X158 | 25084ED | 728.000 |
728.000 |
$87.000 |
LF | 0.8 |
| 0525 | PILES-STEEL W18 X 130 | 26123EC | 1,615.000 |
1,615.000 |
$70.000 |
LF | 1.5 |
| 0530 | PILES-STEEL W18 X 211 | 26124EC | 657.000 |
657.000 |
$110.000 |
LF | 1.0 |
| 8007 | PRE-DRILLING FOR PILES | 08039 | 0.000 |
0.000 |
$126.800 |
LF | 0.0 |
| 8017 | SHEAR CONNECTORS | 08170 | 0.000 |
0.000 |
$16,136.640 |
LS | 0.0 |
Category Total $2,058,750.50 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0006 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0535 | S LATERAL LONG SIDE 06 INCH | 15088 | 1.000 |
1.000 |
$12,000.000 |
EACH | 0.2 |
| 0540 | S LATERAL SHORT SIDE 06 INCH | 15090 | 1.000 |
1.000 |
$2,250.000 |
EACH | 0.0 |
| 0545 | S MANHOLE | 15092 | 11.000 |
11.000 |
$9,200.000 |
EACH | 1.3 |
| 0550 | S MANHOLE ABANDON/REMOVE | 15093 | 6.000 |
6.000 |
$2,000.000 |
EACH | 0.2 |
| 0555 | S MANHOLE ADJUST TO GRADE | 15094 | 6.000 |
6.000 |
$750.000 |
EACH | 0.1 |
| 0560 | S MANHOLE CASTING STANDARD | 15095 | 5.000 |
5.000 |
$450.000 |
EACH | 0.0 |
| 0565 | S MANHOLE TAP EXISTING | 15099 | 3.000 |
3.000 |
$1,650.000 |
EACH | 0.1 |
| 0570 | S MANHOLE WITH DROP | 15101 | 1.000 |
1.000 |
$10,500.000 |
EACH | 0.1 |
| 0575 | S PIPE DUCTILE IRON 08 INCH | 15104 | 196.000 |
196.000 |
$280.000 |
LF | 0.7 |
| 0580 | S PIPE DUCTILE IRON 16 INCH | 15107 | 82.000 |
82.000 |
$240.000 |
LF | 0.3 |
| 0585 | S PIPE PVC 08 INCH | 15112 | 583.000 |
583.000 |
$170.000 |
LF | 1.3 |
| 0590 | S SPECIAL ITEM (TEMPORARY SEWER LINE) | 15120 | 1.000 |
1.000 |
$47,000.000 |
EACH | 0.6 |
| 0595 | S LATERAL LOCATE | 15136 | 1.000 |
1.000 |
$1,900.000 |
EACH | 0.0 |
| 0600 | S PIPE PVC 15 INCH (REVISED: 9-18-20) | 15137 | 907.000 |
907.000 |
$115.000 |
LF | 1.4 |
Category Total $476,525.00 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0007 | CATEGORY Description | UTILITY-GAS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0605 | G SPECIAL ITEM (TEST AND RELIGHT) | 16076 | 3.000 |
3.000 |
$700.000 |
EACH | 0.0 |
| 0610 | G PIPE POLYETHYLENE/PLASTIC 06 INCH INST | 16518 | 2,754.000 |
2,754.000 |
$52.000 |
LF | 1.9 |
| 0615 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 0620 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INST | 16536 | 2.000 |
2.000 |
$1,500.000 |
EACH | 0.0 |
| 0625 | G VALVE POLYETHYLENE/PLASTIC 06 IN INST | 16552 | 2.000 |
2.000 |
$701.250 |
EACH | 0.0 |
| 0630 | UTILITY COORDINATION (GAS) | 24845EC | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 8001 | G SPECIAL ITEM | 16076 | 0.000 |
0.000 |
$1,155.000 |
EACH | 0.0 |
| 8002 | G PIPE POLYETHYLENE/PLASTIC 06 INCH INST | 16518 | 0.000 |
0.000 |
$89.250 |
LF | 0.0 |
| 8003 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH INST | 16531 | 0.000 |
0.000 |
$2,467.500 |
EACH | 0.0 |
| 8004 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH INS | 16536 | 0.000 |
0.000 |
$1,575.000 |
EACH | 0.0 |
| 8005 | G VALVE POLYETHYLENE/PLASTIC 06 IN INST | 16552 | 0.000 |
0.000 |
$1,312.500 |
EACH | 0.0 |
| 8006 | UTILITY COORDINATION | 24845EC | 0.000 |
0.000 |
$4,725.000 |
LS | 0.0 |
Category Total $154,210.50 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0008 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0635 | W ENCASEMENT CONCRETE | 14005 | 11.000 |
11.000 |
$63.000 |
LF | 0.0 |
| 0640 | W FIRE HYDRANT RELOCATE | 14020 | 6.000 |
6.000 |
$4,500.000 |
EACH | 0.4 |
| 0645 | W METER RELOCATE | 14030 | 4.000 |
4.000 |
$425.000 |
EACH | 0.0 |
| 0650 | W PIPE DUCTILE IRON 08 INCH | 14037 | 59.000 |
59.000 |
$175.000 |
LF | 0.1 |
| 0655 | W PIPE DUCTILE IRON 12 INCH | 14039 | 3,528.000 |
3,528.000 |
$100.000 |
LF | 4.7 |
| 0660 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | 80.000 |
80.000 |
$77.000 |
LF | 0.1 |
| 0665 | W TIE-IN 08 INCH | 14095 | 2.000 |
2.000 |
$3,300.000 |
EACH | 0.1 |
| 0670 | W TIE-IN 12 INCH | 14097 | 6.000 |
6.000 |
$4,500.000 |
EACH | 0.4 |
| 0675 | W VALVE 08 INCH | 14106 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0680 | W VALVE 12 INCH | 14108 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.1 |
| 0685 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | 1.000 |
1.000 |
$4,600.000 |
EACH | 0.1 |
| 0690 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | 3.000 |
3.000 |
$2,250.000 |
EACH | 0.1 |
| 8009 | EW~ Pick up and deliver fire hydrants to project | 10098NX | 0.000 |
0.000 |
$1.000 |
DOLL | 0.0 |
Category Total $456,028.00 |
| SM- Project | DE05923732012 | CATEGORY NUMBER | 0009 | CATEGORY Description | DEMOBILIZATION &/OR MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0695 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$200,000.000 |
LS | 2.7 |
| 0700 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$115,000.000 |
LS | 1.5 |
Category Total $315,000.00 |