|
Report_Id: 211306 Est NO 0058 |
Date:10/02/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211306 | Estimate Number | 0058 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10320) Lanham, Stephen D. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 08/26/2023 TO 09/08/2023 | ||||||
| Date Approved | 09/18/2023 | ||||||
| Primary Proj Number | DE09902132106 | ||||||
| Project No. | STP 5303 (011) | ||||||
| Primary County | POWELL | ||||||
| Name of Road | STANTON-JEFFERSONVILLE ROAD (KY 213) | ||||||
| Description | WIDENING FROM KY 11 TO KY 615 | ||||||
| Date Let | 02/19/2021 | Formal Acceptance | |||||
| Date Awarded | 02/26/2021 | Date Work Began | 03/31/2021 | ||||
| Date Contract Executed | 03/17/2021 | Open To Traffic | |||||
| Date NTP Issued | 03/17/2021 | Actual Completion Date | |||||
| Current Contract Amount | $8,787,848.45 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,488,488.44 |
Total Earnings | $7,683,955.35 |
$7,601,588.17 |
$82,367.18 |
|
| Percent Complete | 87.44 |
Stockpiled Materials | $63.24 |
$63.24 |
$0.00 |
|
| Funds Available | $1,103,829.86 |
Gross Earnings | $7,684,018.59 |
$7,601,651.41 |
$82,367.18 |
|
| Total Change Orders | $299,360.01 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,684,018.59 |
$7,601,651.41 |
$82,367.18 |
|||
| Contract Id | 211306 | Change Order Summary |
County | POWELL | ||||||
| Estimate Nbr | 0058 | Project Number | STP 5303 (011) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 08/26/2023 TO 09/08/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Cut-In Water Valves | Approved | 11/17/2021 | $105,390.00 | 12.0 | |||||
| 002 | Ductile Iron Pipe, Pipe Grade Correction, Sewer Backfill | Approved | 08/31/2022 | $56,652.45 | 2.0 | |||||
| 003 | Geogrid/Sewer Line Issue/San Sewer Backfill | Approved | 12/13/2022 | $114,737.00 | 4.0 | |||||
| 004 | Granular Embankment subbed for #2 stone | Approved | 09/29/2023 | $22,580.56 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 211306 | COMMONWEALTH OF KENTUCKY |
County | POWELL | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09902132106 | ||||||
| Estimate Nbr | 0058 | Period | 08/26/2023 TO 09/08/2023 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 14,397.00 | 14,397.000 | 327.540 | 13,501.040 | 13,828.580 | 18.50 | 6,059.49 | 255,828.73 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 424.00 | 424.000 | 531.480 | 531.480 | 18.50 | 9,832.38 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 50.00 | 50.000 | 49.770 | 49.770 | 125.00 | 6,221.25 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 172.00 | 172.000 | 561.900 | 561.900 | 78.00 | 43,828.20 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 17,652.00 | 17,652.000 | 247.250 | 14,587.520 | 14,834.770 | 68.00 | 16,813.00 | 1,008,764.36 | |
| 0035 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,539.00 | 2,539.000 | 25.160 | 25.160 | 84.00 | 2,113.44 | |||
| 0040 | JPC PAVEMENT-8 IN | 02084 | SQYD | 311.00 | 311.000 | 255.000 | 255.000 | 95.00 | 24,225.00 | |||
| 0045 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 2,625.20 | 2,625.200 | 2,625.200 | 2,625.200 | 72.50 | 190,327.00 | |||
| 0050 | JOINT ADHESIVE | 20071EC | LF | 16,303.00 | 16,303.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0055 | LONGITUDINAL EDGE KEY | 21289ED | LF | 4,037.00 | 4,037.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 24.00 | 24.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0002 ROADWAY | |||||||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 9,333.00 | 613.630 | 613.630 | 613.630 | 18.50 | 11,352.15 | |||
| 0075 | PERFORATED PIPE-4 IN | 01000 | LF | 4,642.00 | 4,642.000 | 5,278.000 | 5,278.000 | 8.00 | 42,224.00 | |||
| 0080 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 299.00 | 299.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0085 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0100 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0105 | STANDARD CURB AND GUTTER | 01810 | LF | 4,588.00 | 4,588.000 | 4,588.000 | 4,588.000 | 26.70 | 122,499.60 | |||
| 0110 | STANDARD HEADER CURB | 01875 | LF | 306.90 | 306.900 | 306.900 | 306.900 | 36.00 | 11,048.40 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 34.00 | 34.000 | 36.000 | 36.000 | 10.00 | 360.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 120.00 | 1,080.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 508.00 | 508.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 3,422.00 | 3,422.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 1,711.00 | 1,711.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0140 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 9.40 | 9.400 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0145 | EMBANKMENT IN PLACE | 02230 | CUYD | 45,667.00 | 45,667.000 | 850.000 | 40,011.000 | 40,861.000 | 6.90 | 5,865.00 | 281,940.90 | |
| 0150 | WATER | 02242 | MGAL | 2.75 | 2.750 | 2.750 | 2.750 | 1.00 | 2.75 | |||
| 0155 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 3,047.00 | 3,047.000 | 0.000 | 0.000 | 7.19 | 0.00 | |||
| 0160 | REMOVE FENCE | 02265 | LF | 4,311.00 | 4,311.000 | 2,886.000 | 2,886.000 | 2.15 | 6,204.90 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 55.00 | 275.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 2,352.00 | 2,352.000 | 1,262.500 | 1,262.500 | 1.60 | 2,020.00 | |||
| 0180 | TEMP GUARDRAIL | 02397 | LF | 700.00 | 700.000 | 700.000 | 700.000 | 8.00 | 5,600.00 | |||
| 0185 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 38.00 | 38.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0195 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS II | 02483 | TON | 345.00 | 345.000 | 100.400 | 1,967.680 | 2,068.080 | 28.50 | 2,861.40 | 58,940.28 | |
| 0205 | CLEARING AND GRUBBING (24 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0210 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 6.92 | 6.920 | 2.000 | 2.000 | 1,350.00 | 2,700.00 | |||
| 0215 | CONCRETE-CLASS B | 02555 | CUYD | 19.00 | 19.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 0220 | TEMPORARY SIGNS | 02562 | SQFT | 600.00 | 600.000 | 347.250 | 347.250 | 9.54 | 3,312.76 | |||
| 0225 | EDGE KEY | 02585 | LF | 280.00 | 280.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0230 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 16,000.00 | 16,000.000 | 16,418.000 | 16,418.000 | 2.00 | 32,836.00 | |||
| 0235 | HANDRAIL-TYPE A | 02619 | LF | 49.00 | 49.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 51,604.74 | 38,703.55 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #1) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0250 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION #2) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0255 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,750.00 | 14,250.00 | |||
| 0260 | SAFELOADING | 02690 | CUYD | 1.60 | 1.600 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0265 | SHOULDER RUMBLE STRIPS | 02696 | LF | 4,734.00 | 4,734.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0270 | TEMP SILT FENCE | 02701 | LF | 3,422.00 | 3,422.000 | 2,500.000 | 2,500.000 | 1.00 | 2,500.00 | |||
| 0275 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0280 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0285 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0295 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0300 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0305 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,826.20 | 2,826.200 | 2,749.000 | 2,749.000 | 53.50 | 147,071.50 | |||
| 0310 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 45,000.00 | 33,750.00 | |||
| 0315 | REMOVE STRUCTURE (27479) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 0320 | REMOVE STRUCTURE (27480) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 0325 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0330 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,580.00 | 5,580.000 | 3,600.000 | 3,600.000 | 1.25 | 4,500.00 | |||
| 0335 | TEMP MULCH | 05952 | SQYD | 77,117.00 | 77,117.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0340 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 57,838.00 | 57,838.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0345 | INITIAL FERTILIZER | 05963 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0350 | MAINTENANCE FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0355 | SEEDING AND PROTECTION | 05985 | SQYD | 54,597.00 | 54,597.000 | 29,040.000 | 29,040.000 | 0.45 | 13,068.00 | |||
| 0360 | SODDING | 05990 | SQYD | 12,246.00 | 12,246.000 | 3,300.000 | 0.000 | 3,300.000 | 6.00 | 19,800.00 | 19,800.00 | |
| 0365 | AGRICULTURAL LIMESTONE | 05992 | TON | 45.00 | 45.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 41,600.00 | 41,600.000 | 30,068.000 | 30,068.000 | 0.17 | 5,111.56 | |||
| 0375 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 30,347.00 | 30,347.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0380 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0385 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,000.00 | 2,000.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 432.00 | 432.000 | 0.000 | 0.000 | 7.15 | 0.00 | |||
| 0400 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 90.00 | 90.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0405 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 502.00 | 502.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0410 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 22.00 | 22.000 | 2.000 | 2.000 | 95.00 | 190.00 | |||
| 0415 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 490.00 | 490.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0420 | FUEL ADJUSTMENT | 10020NS | DOLL | 26,429.00 | 26,429.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0425 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 38,747.00 | 38,747.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0430 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0435 | GRANULAR PILE CORE | 20209EP69 | CUYD | 127.00 | 127.000 | 127.000 | 127.000 | 35.00 | 4,445.00 | |||
| 0440 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 1,498.00 | 1,498.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0445 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 40.00 | 40.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0450 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,275.00 | 2,275.000 | 1,054.500 | 1,054.500 | 20.20 | 21,300.90 | |||
| 0455 | WOOD PLANK FENCE | 22000ED | LF | 1,093.00 | 1,093.000 | 0.000 | 0.000 | 18.60 | 0.00 | |||
| 0460 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 8,500.00 | 8,500.000 | 425.000 | 425.000 | 0.50 | 212.50 | |||
| 0465 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 355.00 | 355.000 | 300.000 | 300.000 | 40.00 | 12,000.00 | |||
| 0470 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 790.00 | 790.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0475 | CORED HOLE DRAINAGE CONN TO HEADWALL | 23628EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0480 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 35.00 | 35.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0485 | INLAID PAVEMENT MARKER | 24489EC | EACH | 246.00 | 246.000 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 0490 | PIPELINE INSPECTION | 24814EC | LF | 2,125.00 | 2,125.000 | 0.000 | 0.000 | 2.05 | 0.00 | |||
| 0495 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 0.500 | 0.500 | 2,000.00 | 1,000.00 | |||
| 0500 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,400.00 | 9,600.00 | |||
| 8000 | W VALVE CUT-IN 04 INCH | 14116 | EACH | 0.00 | 3.000 | 6.000 | 6.000 | 8,600.00 | 51,600.00 | |||
| 8001 | W VALVE CUT-IN 06 INCH | 14117 | EACH | 0.00 | 6.000 | 5.000 | 5.000 | 8,715.00 | 43,575.00 | |||
| 8002 | W VALVE CUT-IN 08 INCH | 14118 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 9,100.00 | 27,300.00 | |||
| 8003 | W PIPE DUCTILE IRON 04 INCH | 14035 | LF | 0.00 | 46.000 | 46.000 | 46.000 | 28.14 | 1,294.44 | |||
| 8004 | W PIPE DUCTILE IRON 04 INCH W PIPE DUCTILE IRON 04 INCH W/ NITRILE GASKETS | 14035 | LF | 0.00 | 115.000 | 115.000 | 115.000 | 31.75 | 3,651.25 | |||
| 8005 | W PIPE DUCTILE IRON 06 INCH W PIPE DUCTILE IRON 06 INCH W/ NITRILE GASKETS | 14036 | LF | 0.00 | 355.000 | 355.000 | 355.000 | 50.66 | 17,984.30 | |||
| 8006 | W PIPE DUCTILE IRON 08 INCH W PIPE DUCTILE IRON 08 INCH W/ NITRILE GASKETS | 14037 | LF | 0.00 | 95.000 | 95.000 | 95.000 | 61.24 | 5,817.80 | |||
| 8007 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,598.00 | 3,196.00 | |||
| 8008 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,018.10 | 6,054.30 | |||
| 8009 | W FIRE HYDRANT ASSEMBLY W FIRE HYDRANT ASSEMBLY W/ NITRILE GASKETS | 14019 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,268.96 | 5,268.96 | |||
| 8010 | W VALVE 04 INCH W VALVE 04 INCH W/NITRILE GASKETS | 14104 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,473.68 | 2,947.36 | |||
| 8011 | W VALVE 06 INCH W VALVE 06 INCH W/NITRILE GASKETS | 14105 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,851.41 | 5,554.23 | |||
| 8012 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,883.81 | 4,883.81 | |||
| 8013 | GEOGRID REINFORCEMENT FOR SUBGRADE GEOGRID | 00005 | SQYD | 0.00 | 12,000.000 | 12,000.000 | 12,000.000 | 3.30 | 39,600.00 | |||
| 8018 | GRANULAR EMBANKMENT GRANULAR EMBANKMENT | 02223 | CUYD | 0.00 | 6,129.630 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0003 DRAINAGE | |||||||
| 0505 | ENTRANCE PIPE-12 IN | 00439 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0510 | ENTRANCE PIPE-15 IN | 00440 | LF | 174.00 | 174.000 | 80.000 | 80.000 | 50.00 | 4,000.00 | |||
| 0515 | ENTRANCE PIPE-18 IN | 00441 | LF | 74.00 | 74.000 | 60.000 | 60.000 | 60.00 | 3,600.00 | |||
| 0520 | ENTRANCE PIPE-30 IN | 00445 | LF | 56.00 | 56.000 | 60.000 | 60.000 | 85.00 | 5,100.00 | |||
| 0525 | ENTRANCE PIPE-18 IN EQUIV | 00451 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0530 | CULVERT PIPE-15 IN | 00461 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 65.00 | 4,030.00 | |||
| 0535 | CULVERT PIPE-18 IN | 00462 | LF | 65.00 | 65.000 | 46.000 | 46.000 | 75.00 | 3,450.00 | |||
| 0540 | STORM SEWER PIPE-15 IN | 00521 | LF | 2,867.00 | 2,867.000 | 2,793.000 | 2,793.000 | 55.00 | 153,615.00 | |||
| 0545 | STORM SEWER PIPE-18 IN | 00522 | LF | 649.00 | 649.000 | 634.000 | 634.000 | 80.00 | 50,720.00 | |||
| 0550 | STORM SEWER PIPE-24 IN | 00524 | LF | 638.00 | 638.000 | 596.000 | 596.000 | 95.00 | 56,620.00 | |||
| 0555 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 975.00 | 2,925.00 | |||
| 0560 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,175.00 | 3,525.00 | |||
| 0565 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,275.00 | 1,275.00 | |||
| 0570 | CURB BOX INLET TYPE A | 01456 | EACH | 29.00 | 29.000 | 22.000 | 22.000 | 4,975.00 | 109,450.00 | |||
| 0575 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,250.00 | 17,000.00 | |||
| 0580 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,250.00 | 4,250.00 | |||
| 0585 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 3,750.00 | 30,000.00 | |||
| 0590 | DROP BOX INLET TYPE 14 | 01577 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 3,100.00 | 34,100.00 | |||
| 0595 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0600 | CAP CURB BOX INLET | 01634 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0605 | MANHOLE TYPE A | 01756 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 3,800.00 | 22,800.00 | |||
| 0610 | CHANNEL LINING CLASS III | 02484 | TON | 222.00 | 222.000 | 350.360 | 350.360 | 28.50 | 9,985.26 | |||
| 0615 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 7,265.00 | 7,265.000 | 5,828.660 | 5,828.660 | 2.00 | 11,657.32 | |||
| 8017 | CRUSHED STONE BACKFILL CRUSHED STONE BACKFILL | 23983EC | CUYD | 0.00 | 1,307.230 | 1,307.230 | 1,307.230 | 31.03 | 40,563.34 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0004 BRIDGE (27479) | |||||||
| 0620 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 126.60 | 126.600 | 126.600 | 126.600 | 38.00 | 4,810.80 | |||
| 0625 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 556.00 | 556.000 | 1,258.000 | 1,258.000 | 2.50 | 3,145.00 | |||
| 0630 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,370.00 | 1,370.000 | 583.330 | 583.330 | 3.50 | 2,041.65 | |||
| 0635 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 65.00 | 4,420.00 | |||
| 0640 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0645 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,189.00 | 1,189.000 | 448.010 | 932.060 | 1,380.070 | 28.50 | 12,768.28 | 39,331.99 | |
| 0650 | TEST PILES | 08033 | LF | 69.00 | 69.000 | 69.000 | 69.000 | 70.00 | 4,830.00 | |||
| 0655 | PILES-STEEL HP12X53 | 08046 | LF | 712.00 | 712.000 | 712.000 | 712.000 | 70.00 | 49,840.00 | |||
| 0660 | PILE POINTS-12 IN | 08094 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 105.00 | 2,730.00 | |||
| 0665 | CONCRETE-CLASS A | 08100 | CUYD | 236.90 | 236.900 | 236.900 | 236.900 | 725.00 | 171,752.50 | |||
| 0670 | CONCRETE-CLASS AA | 08104 | CUYD | 651.50 | 651.500 | 651.500 | 651.500 | 650.00 | 423,475.00 | |||
| 0675 | STEEL REINFORCEMENT | 08150 | LB | 38,640.00 | 38,640.000 | 38,640.000 | 38,640.000 | 1.05 | 40,572.00 | |||
| 0680 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 165,515.00 | 165,515.000 | 165,515.000 | 165,515.000 | 1.05 | 173,790.75 | |||
| 0685 | ROCK SOUNDINGS | 20745ED | LF | 146.00 | 146.000 | 146.000 | 146.000 | 33.25 | 4,854.50 | |||
| 0690 | ROCK CORINGS | 20746ED | LF | 160.00 | 160.000 | 160.000 | 160.000 | 73.25 | 11,720.00 | |||
| 0695 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 145.40 | 145.400 | 145.400 | 145.400 | 725.00 | 105,415.00 | |||
| 0700 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 80.00 | 80.000 | 80.000 | 80.000 | 600.00 | 48,000.00 | |||
| 0705 | CONCRETE SEALING | 23378EC | SQFT | 38,793.00 | 38,793.000 | 38,793.000 | 38,793.000 | 0.55 | 21,336.15 | |||
| 0710 | PPC I-BEAM HN 60-49 | 24539EC | LF | 1,863.00 | 1,863.000 | 1,864.000 | 1,864.000 | 425.00 | 792,200.00 | |||
| 0715 | ELASTICIZED EPS (10 INCH THICKNESS) | 24595EN | SQYD | 74.00 | 74.000 | 74.000 | 74.000 | 200.00 | 14,800.00 | |||
| 0720 | GRANULAR BACKFILL | 24596EN | CUYD | 390.00 | 390.000 | 390.000 | 390.000 | 40.00 | 15,600.00 | |||
| 0725 | CSL TESTING (8 TUBES) | 24875EC | EACH | 8.00 | 8.000 | 30.000 | 30.000 | 2,250.00 | 67,500.00 | |||
| 0730 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 940.00 | 940.000 | 940.000 | 940.000 | 80.00 | 75,200.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0005 BRIDGE (27480) | |||||||
| 0735 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0740 | CONCRETE-CLASS A | 08100 | CUYD | 199.90 | 199.900 | 199.900 | 199.900 | 590.00 | 117,941.00 | |||
| 0745 | STEEL REINFORCEMENT | 08150 | LB | 31,811.00 | 31,811.000 | 31,811.000 | 31,811.000 | 1.00 | 31,811.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0006 SIGNING | |||||||
| 0750 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 265.00 | 265.000 | 197.890 | 197.890 | 30.00 | 5,936.70 | |||
| 0755 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 31.00 | 31.000 | 23.112 | 23.112 | 30.00 | 693.36 | |||
| 0760 | STEEL POST TYPE 1 | 06410 | LF | 530.00 | 530.000 | 319.000 | 319.000 | 22.00 | 7,018.00 | |||
| 0765 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0770 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 7.80 | 7.800 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0775 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0780 | GMSS TYPE D | 21596ND | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0785 | BARCODE SIGN INVENTORY | 24631EC | EACH | 63.00 | 63.000 | 43.000 | 43.000 | 25.00 | 1,075.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0007 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0790 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0795 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 129,000.00 | 0.00 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0008 WATERLINE | |||||||
| 0800 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 828.67 | 3,314.68 | |||
| 0805 | W DIRECTIONAL BORE (5 INCH HDPE DR9 1.P.S WATERLINE) | 14004 | LF | 370.00 | 370.000 | 320.000 | 320.000 | 155.87 | 49,878.40 | |||
| 0810 | W DIRECTIONAL BORE (8 INCH HDPE DR9 I.P.S. WATERLINE) | 14004 | LF | 490.00 | 490.000 | 537.000 | 537.000 | 185.07 | 99,382.59 | |||
| 0815 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (10.75 INCH SCH. 20) | 14014 | LF | 180.00 | 180.000 | 243.000 | 243.000 | 127.56 | 30,997.08 | |||
| 0820 | W ENCASEMENT STEEL OPEN CUT RANGE 3 (14.00 INCH SCH 20) | 14014 | LF | 145.00 | 145.000 | 145.000 | 145.000 | 131.35 | 19,045.75 | |||
| 0825 | W FIRE HYDRANT REMOVE | 14021 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 515.00 | 3,090.00 | |||
| 0830 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,699.75 | 23,498.75 | |||
| 0835 | W METER 3/4 INCH | 14028 | EACH | 58.00 | 58.000 | 61.000 | 61.000 | 1,359.31 | 82,917.91 | |||
| 0840 | W PIPE PVC 04 INCH | 14058 | LF | 611.00 | 611.000 | 800.000 | 800.000 | 14.61 | 11,688.00 | |||
| 0845 | W PIPE PVC 06 INCH | 14059 | LF | 5,254.00 | 5,254.000 | 4,596.000 | 4,596.000 | 19.66 | 90,357.36 | |||
| 0850 | W PIPE PVC 08 INCH | 14060 | LF | 2,290.00 | 2,290.000 | 2,211.000 | 2,211.000 | 24.32 | 53,771.52 | |||
| 0855 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 26.00 | 26.000 | 33.000 | 33.000 | 913.46 | 30,144.18 | |||
| 0860 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 30.00 | 30.000 | 36.000 | 36.000 | 696.67 | 25,080.12 | |||
| 0865 | W STRUCTURE REMOVAL | 14088 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,415.12 | 2,415.12 | |||
| 0870 | W TIE-IN 04 INCH | 14093 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 1,281.77 | 6,408.85 | |||
| 0875 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 1,378.46 | 4,135.38 | |||
| 0880 | W TIE-IN 08 INCH | 14095 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,801.62 | 3,603.24 | |||
| 0885 | W VALVE 04 INCH | 14104 | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,101.58 | 6,609.48 | |||
| 0890 | W VALVE 06 INCH | 14105 | EACH | 15.00 | 15.000 | 11.000 | 11.000 | 1,461.33 | 16,074.63 | |||
| 0895 | W VALVE 08 INCH | 14106 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 1,907.58 | 15,260.64 | |||
| 0900 | W LINE MARKER | 14144 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 124.30 | 0.00 | |||
| 0905 | SEEDING AND MULCHING | 40095 | ACRE | 1.30 | 1.300 | 0.730 | 0.730 | 1,215.00 | 886.95 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0009 SEWER | |||||||
| 0910 | S BYPASS PUMPING | 15000 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0915 | S ENCASEMENT STEEL OPEN CUT RANGE 2 | 15021 | LF | 105.00 | 105.000 | 120.000 | 120.000 | 84.00 | 10,080.00 | |||
| 0920 | S ENCASEMENT STEEL OPEN CUT RANGE 3 | 15022 | LF | 346.00 | 346.000 | 334.000 | 334.000 | 130.00 | 43,420.00 | |||
| 0925 | S FORCE MAIN PVC 02 INCH | 15057 | LF | 276.00 | 276.000 | 277.000 | 277.000 | 34.00 | 9,418.00 | |||
| 0930 | S FORCE MAIN PVC 03 INCH | 15058 | LF | 1,286.00 | 1,286.000 | 1,295.000 | 1,295.000 | 34.00 | 44,030.00 | |||
| 0935 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,350.00 | 8,700.00 | |||
| 0940 | S FORCE MAIN VALVE GATE | 15084 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 820.00 | 4,100.00 | |||
| 0945 | S LATERAL CLEANOUT | 15086 | EACH | 55.00 | 55.000 | 50.000 | 50.000 | 165.00 | 8,250.00 | |||
| 0950 | S LATERAL LONG SIDE 04 INCH | 15087 | EACH | 18.00 | 18.000 | 19.000 | 19.000 | 4,575.00 | 86,925.00 | |||
| 0955 | S LATERAL SHORT SIDE 04 INCH | 15089 | EACH | 37.00 | 37.000 | 47.000 | 47.000 | 1,200.00 | 56,400.00 | |||
| 0960 | S MANHOLE | 15092 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 2,700.00 | 86,400.00 | |||
| 0965 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 22.00 | 22.000 | 16.000 | 16.000 | 670.00 | 10,720.00 | |||
| 0970 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 2.00 | 2.000 | 33.000 | 33.000 | 460.00 | 15,180.00 | |||
| 0975 | S MANHOLE CASTING STANDARD | 15095 | EACH | 33.00 | 33.000 | 33.000 | 33.000 | 515.00 | 16,995.00 | |||
| 0980 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 0985 | S PIPE PVC 08 INCH | 15112 | LF | 4,690.00 | 4,297.000 | 4,409.000 | 4,409.000 | 62.00 | 273,358.00 | |||
| 0990 | S PUMP STATION (NEW NORTH MAIN ST PUMP STATION - WITH T | 15119 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 215,000.00 | 215,000.00 | |||
| 0995 | S SPECIAL ITEM (RESIDENTIAL GRINDER UNIT PUMP STATION & | 15120 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 10,100.00 | 30,300.00 | |||
| 1000 | S STRUCTURE REMOVAL (EXISTING NORTH MAIN PUMP STATION) | 15122 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,050.00 | 5,050.00 | |||
| 1005 | S LINE MARKER | 15123 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1010 | S LATERAL LOCATE | 15136 | EACH | 55.00 | 55.000 | 58.000 | 58.000 | 385.00 | 22,330.00 | |||
| 8014 | S ENCASEMENT STEEL OPEN CUT RANGE 4 INST S ENCASEMENT STEEL OPEN CUT RANGE 4 INST | 15504 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 163.80 | 19,656.00 | |||
| 8015 | S PIPE PVC 12 INCH INST S PIPE PVC 12 INCH INST | 15589 | LF | 0.00 | 392.000 | 392.000 | 392.000 | 88.20 | 34,574.40 | |||
| 8016 | S LATERAL SPECIAL INST S LATERAL SPECIAL INST | 15569 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,569.75 | 4,709.25 | |||
| Project | DE09902132106 | Fed/State Project Number | STP 5303 (011) | Category | 0010 LIGHTING | |||||||
| 1015 | POLE BASE | 04740 | EACH | 58.00 | 58.000 | 14.000 | 44.000 | 58.000 | 1,300.00 | 18,200.00 | 75,400.00 | |
| 1020 | TRENCHING AND BACKFILLING | 04820 | LF | 3,625.00 | 3,625.000 | 3,625.000 | 3,625.000 | 3.00 | 10,875.00 | |||
| 1025 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 1030 | BORE AND JACK CONDUIT | 21543EN | LF | 125.00 | 125.000 | 125.000 | 125.000 | 20.00 | 2,500.00 | |||
| 1035 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 3,900.00 | 3,900.000 | 3,900.000 | 3,900.000 | 5.00 | 19,500.00 | |||
| SUBTOT | $82,367.17 |
$7,683,955.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0920-1-0I |
S Encasement Steel Open Cut Range 3 | LF |
236.00 | 0004 | $22.380000 | $5,281.68 | ||||||
0945-1-0I |
S Lateral Cleanout | EACH |
53.00 | 0004 | $21.080000 | $1,117.24 | ||||||
0960-1-0I |
S ManHole | EACH |
11.00 | 0004 | $1486.120000 | $16,347.32 | ||||||
0975-1-0I |
S ManHole Casting Standard | EACH |
29.00 | 0004 | $286.200000 | $8,299.80 | ||||||
0985-1-0I |
S Pipe PVC 8 INCH | LF |
4,258.00 | 0004 | $4.350000 | $18,522.30 | ||||||
0960-1-2I |
S ManHole | EACH |
5.00 | 0006 | $1486.120000 | $7,430.60 | ||||||
0960-1-1I |
S ManHole | EACH |
5.00 | 0006 | $1486.120000 | $7,430.60 | ||||||
0710-1-0I |
60" Hybrid I-beams 49" top flange | LF |
1,864.00 | 0017 | $308.400000 | $574,857.60 | ||||||
0920-1-0A |
S Encasement Steel Open Cut Range 3 | LF |
110.00 | 0004 | $22.380000 | $-2,461.80 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
2.00 | 0004 | $21.080000 | $-42.16 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
411.00 | 0004 | $4.350000 | $-1,787.85 | ||||||
0920-1-0A |
S Encasement Steel Open Cut Range 3 | LF |
20.00 | 0005 | $22.380000 | $-447.60 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
14.00 | 0005 | $21.080000 | $-295.12 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
904.00 | 0005 | $4.350000 | $-3,932.40 | ||||||
0920-1-0A |
S Encasement Steel Open Cut Range 3 | LF |
40.00 | 0006 | $22.380000 | $-895.20 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
7.00 | 0006 | $21.080000 | $-147.56 | ||||||
0960-1-0A |
S ManHole | EACH |
10.00 | 0006 | $1486.120000 | $-14,861.20 | ||||||
0975-1-0A |
S ManHole Casting Standard | EACH |
10.00 | 0006 | $286.200000 | $-2,862.00 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
507.00 | 0006 | $4.350000 | $-2,205.45 | ||||||
0920-1-0A |
S Encasement Steel Open Cut Range 3 | LF |
66.00 | 0007 | $22.380000 | $-1,477.08 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
2.00 | 0007 | $21.080000 | $-42.16 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
291.00 | 0007 | $4.350000 | $-1,265.85 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
3.00 | 0008 | $21.080000 | $-63.24 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
426.00 | 0008 | $4.350000 | $-1,853.10 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
3.00 | 0009 | $21.080000 | $-63.24 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
626.00 | 0009 | $4.350000 | $-2,723.10 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0010 | $21.080000 | $-21.08 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
910.00 | 0010 | $4.350000 | $-3,958.50 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
2.00 | 0011 | $21.080000 | $-42.16 | ||||||
0960-1-2A |
S ManHole | EACH |
4.00 | 0011 | $1486.120000 | $-5,944.48 | ||||||
0960-1-1A |
S ManHole | EACH |
5.00 | 0011 | $1486.120000 | $-7,430.60 | ||||||
0960-1-0A |
S ManHole | EACH |
1.00 | 0011 | $1486.120000 | $-1,486.12 | ||||||
0975-1-0A |
S ManHole Casting Standard | EACH |
11.00 | 0011 | $286.200000 | $-3,148.20 | ||||||
0985-1-0A |
S Pipe PVC 8 INCH | LF |
183.00 | 0011 | $4.350000 | $-796.05 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
4.00 | 0012 | $21.080000 | $-84.32 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
5.00 | 0013 | $21.080000 | $-105.40 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0014 | $21.080000 | $-21.08 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0015 | $21.080000 | $-21.08 | ||||||
0960-1-2A |
S ManHole | EACH |
1.00 | 0015 | $1486.120000 | $-1,486.12 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0016 | $21.080000 | $-21.08 | ||||||
0975-1-0A |
S ManHole Casting Standard | EACH |
8.00 | 0016 | $286.200000 | $-2,289.60 | ||||||
0710-1-0A |
60" Hybrid I-beams 49" top flange | LF |
1,864.00 | 0023 | $308.400000 | $-574,857.60 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0026 | $21.080000 | $-21.08 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
2.00 | 0027 | $21.080000 | $-42.16 | ||||||
0945-1-0A |
S Lateral Cleanout | EACH |
1.00 | 0030 | $21.080000 | $-21.08 | ||||||
| SUBTOT | $63.24 |
|||||||||||