|
Report_Id: 161234 Est NO 0038 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 161234 | Estimate Number | 0038 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06380) Rust, Kevin J. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 01/01/2018 TO 01/12/2018 | ||||||
| Date Approved | 01/24/2018 | ||||||
| Primary Proj Number | DE02100421634 | ||||||
| Project No. | FD04 SPP 021 0042 009-014 | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | CARROLLTON TO GHENT ROAD (US 42) | ||||||
| Description | CARROLLTON TO GHENT ROAD (US 42) | ||||||
| Date Let | 05/27/2016 | Formal Acceptance | |||||
| Date Awarded | 06/03/2016 | Date Work Began | 07/25/2016 | ||||
| Date Contract Executed | 06/17/2016 | Open To Traffic | |||||
| Date NTP Issued | 06/17/2016 | Actual Completion Date | |||||
| Current Contract Amount | $14,017,225.90 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,460,633.00 |
Total Earnings | $12,539,891.97 |
$12,493,465.49 |
$46,426.48 |
|
| Percent Complete | 89.45 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $1,478,320.80 |
Gross Earnings | $12,539,891.96 |
$12,493,465.48 |
$46,426.48 |
|
| Total Change Orders | $556,592.90 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,538,905.10 |
$12,492,478.62 |
$46,426.48 |
|||
| Contract Id | 161234 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0038 | Project Number | FD04 SPP 021 0042 009-014 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 01/01/2018 TO 01/12/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Force Main Service Connection; Class 2 Channel Lining | Approved | 01/03/2017 | $13,875.14 | 1.0 | |||||
| 002 | NAS Bridge Electrical Conduit / Protective Fence | Approved | 02/15/2017 | $35,312.63 | 2.0 | |||||
| 003 | NAS PIPE PILING | Approved | 04/04/2017 | $243,142.62 | 10.0 | |||||
| 004 | REM PVT MARK TY V; SS REINFORCEMENT | Approved | 06/23/2017 | $21,556.38 | 1.0 | |||||
| 005 | GEOGRID, ET TY 1, CEM STAB, PILING, SIGNAL | Approved | 10/24/2017 | $242,706.13 | 181.0 | |||||
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 |
||
| DE02100421634 | 0785 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | OTHER | 0037 | 0.00 |
$0.00 |
$-986.86 |
||
| Contract Id | 161234 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE02100421634 | ||||||
| Estimate Nbr | 0038 | Period | 01/01/2018 TO 01/12/2018 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | 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 | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 24,578.00 | 24,578.000 | 17,930.610 | 17,930.610 | 18.00 | 322,750.98 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 230.00 | 230.000 | 208.450 | 208.450 | 47.00 | 9,797.15 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 125.00 | 125.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 662.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 16,842.00 | 16,842.000 | 18,761.000 | 18,761.000 | 55.00 | 1,031,855.00 | |||
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 36,540.00 | 36,540.000 | 40,773.330 | 40,773.330 | 47.00 | 1,916,346.51 | |||
| 0035 | CL3 ASPH SURF 0.38B PG64-22 (REVISED: 5-16-16) | 00388 | TON | 9,100.00 | 9,100.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0040 | JPC PAVEMENT-12 IN | 02070 | SQYD | 1,119.00 | 1,119.000 | 991.000 | 991.000 | 101.00 | 100,091.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0002 ROADWAY | |||||||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 2,850.00 | 2,850.000 | 3,453.440 | 3,453.440 | 35.00 | 120,870.40 | |||
| 0050 | STANDARD CURB AND GUTTER | 01810 | LF | 51.00 | 51.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0055 | LIP CURB AND GUTTER | 01820 | LF | 3,459.00 | 3,459.000 | 3,805.000 | 3,805.000 | 20.06 | 76,328.30 | |||
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 42.00 | 42.000 | 35.000 | 35.000 | 16.00 | 560.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 318.00 | 3,816.00 | |||
| 0070 | REMOVE PAVEMENT | 02091 | SQYD | 6,361.00 | 6,361.000 | 6,024.000 | 6,024.000 | 5.00 | 30,120.00 | |||
| 0075 | TEMP DITCH | 02159 | LF | 1,000.00 | 1,000.000 | 980.000 | 980.000 | 1.00 | 980.00 | |||
| 0080 | CLEAN TEMP DITCH | 02160 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0085 | EMBANKMENT IN PLACE | 02230 | CUYD | 86,561.00 | 91,561.000 | 86,448.000 | 86,448.000 | 8.00 | 691,584.00 | |||
| 0090 | WATER | 02242 | MGAL | 150.00 | 150.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,062.50 | 2,062.500 | 1,745.000 | 1,745.000 | 20.00 | 34,900.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 56.00 | 56.00 | |||
| 0105 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0110 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0115 | REMOVE GUARDRAIL | 02381 | LF | 1,993.00 | 1,993.000 | 2,025.000 | 2,025.000 | 2.50 | 5,062.50 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 0125 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0130 | WITNESS POST | 02432 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 0135 | CHANNEL LINING CLASS III | 02484 | TON | 662.20 | 662.200 | 821.970 | 821.970 | 34.00 | 27,946.98 | |||
| 0140 | CLEARING AND GRUBBING (APPROXIMATELY 37.4 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 64,000.00 | 64,000.00 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 500.00 | 500.000 | 265.000 | 265.000 | 10.00 | 2,650.00 | |||
| 0150 | OBJECT MARKER TYPE 2 | 02565 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0155 | EDGE KEY | 02585 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 0160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 21,240.00 | 21,240.000 | 8,294.110 | 8,294.110 | 2.00 | 16,588.22 | |||
| 0165 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 27,300.00 | 27,300.000 | 56.000 | 56.000 | 2.00 | 112.00 | |||
| 0170 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.880 | 0.880 | 93,000.00 | 81,840.00 | |||
| 0175 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 9,800.00 | 19,600.00 | |||
| 0180 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0185 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 177.00 | 177.000 | 225.000 | 225.000 | 20.00 | 4,500.00 | |||
| 0190 | SAFELOADING | 02690 | CUYD | 14.00 | 14.000 | 5.000 | 5.000 | 150.00 | 750.00 | |||
| 0195 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 28,300.00 | 28,300.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0200 | TEMP SILT FENCE | 02701 | LF | 7,275.00 | 7,275.000 | 5,052.000 | 5,052.000 | 3.00 | 15,156.00 | |||
| 0205 | SILT TRAP TYPE A | 02703 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 0210 | SILT TRAP TYPE B | 02704 | EACH | 60.00 | 60.000 | 53.000 | 53.000 | 62.00 | 3,286.00 | |||
| 0215 | SILT TRAP TYPE C | 02705 | EACH | 75.00 | 75.000 | 1.000 | 1.000 | 49.00 | 49.00 | |||
| 0220 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0225 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 60.00 | 60.000 | 6.000 | 6.000 | 12.00 | 72.00 | |||
| 0230 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0235 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.880 | 0.880 | 65,500.00 | 57,640.00 | |||
| 0240 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0245 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0250 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 480.00 | 480.000 | 480.000 | 480.000 | 72.00 | 34,560.00 | |||
| 0255 | CLEAN PIPE STRUCTURE | 03262 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 1,363.00 | 5,452.00 | |||
| 0260 | EROSION CONTROL BLANKET | 05950 | SQYD | 7,408.00 | 7,408.000 | 30,279.778 | 30,279.778 | 2.00 | 60,559.55 | |||
| 0265 | TEMP MULCH | 05952 | SQYD | 42,709.00 | 42,709.000 | 46,175.000 | 46,175.000 | 0.10 | 4,617.50 | |||
| 0270 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 32,064.00 | 32,064.000 | 46,450.000 | 46,450.000 | 0.20 | 9,290.00 | |||
| 0275 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 2.230 | 2.230 | 1,000.00 | 2,230.00 | |||
| 0280 | 20-10-10 FERTILIZER | 05964 | TON | 3.30 | 3.300 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0285 | SEEDING AND PROTECTION | 05985 | SQYD | 64,127.00 | 64,127.000 | 71,346.051 | 71,346.051 | 0.40 | 28,538.42 | |||
| 0290 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 4,067.00 | 4,067.000 | 17,565.670 | 17,565.670 | 0.30 | 5,269.70 | |||
| 0295 | AGRICULTURAL LIMESTONE | 05992 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0300 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 128,444.00 | 128,444.000 | 158,580.000 | 158,580.000 | 0.16 | 25,372.80 | |||
| 0305 | PAVE STRIPING-PERM PAINT-4 IN (QTY IS A SUM OF WHITE & YELLOW) | 06514 | LF | 73,777.00 | 73,777.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0310 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,032.00 | 3,032.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0315 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,079.00 | 3,079.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0320 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 84.00 | 84.000 | 0.000 | 0.000 | 88.00 | 0.00 | |||
| 0325 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0330 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,800.00 | 15,600.00 | |||
| 0335 | FUEL ADJUSTMENT | 10020NS | DOLL | 104,729.00 | 104,729.000 | -464.420 | 53,197.910 | 52,733.490 | 1.00 | -464.42 | 52,733.49 | |
| 0340 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 149,090.00 | 149,090.000 | 43,898.400 | 43,898.400 | 1.00 | 43,898.40 | |||
| 0345 | GRANULAR PILE CORE | 20209EP69 | CUYD | 180.00 | 180.000 | 0.000 | 0.000 | 51.00 | 0.00 | |||
| 0350 | PAVEMENT REPAIR | 20757ED | SQYD | 670.00 | 670.000 | 718.000 | 718.000 | 120.00 | 86,160.00 | |||
| 0355 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 56,497.00 | 56,497.000 | 37,305.000 | 37,305.000 | 0.50 | 18,652.50 | |||
| 0360 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,631.00 | 2,631.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0365 | INLAID PAVEMENT MARKER | 24489EC | EACH | 855.00 | 855.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 8040 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 500.000 | 429.000 | 429.000 | 7.05 | 3,024.45 | |||
| 8050 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 0.00 | 8,000.000 | 4,079.000 | 4,079.000 | 2.67 | 10,890.93 | |||
| 8060 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,597.08 | 2,597.08 | |||
| 8080 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 5,600.000 | 5,600.000 | 5,600.000 | 5.02 | 28,112.00 | |||
| 8090 | CEMENT (CEMENT STABILIZED ROADBED) | 02542 | TON | 0.00 | 193.000 | 193.000 | 193.000 | 173.60 | 33,504.80 | |||
| 8100 | ASPHALT CURING SEAL (CEMENT STABILIZED ROADBED) | 00358 | TON | 0.00 | 6.720 | 6.720 | 6.720 | 525.00 | 3,528.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0004 DRAINAGE | |||||||
| 0370 | ENTRANCE PIPE-15 IN | 00440 | LF | 252.00 | 252.000 | 188.000 | 188.000 | 64.00 | 12,032.00 | |||
| 0375 | ENTRANCE PIPE-18 IN | 00441 | LF | 150.00 | 150.000 | 110.000 | 110.000 | 67.00 | 7,370.00 | |||
| 0380 | CULVERT PIPE-18 IN | 00462 | LF | 645.00 | 645.000 | 677.000 | 677.000 | 106.00 | 71,762.00 | |||
| 0385 | CULVERT PIPE-24 IN | 00464 | LF | 86.00 | 86.000 | 88.000 | 88.000 | 138.00 | 12,144.00 | |||
| 0390 | STORM SEWER PIPE-15 IN | 00521 | LF | 148.00 | 148.000 | 148.000 | 148.000 | 50.00 | 7,400.00 | |||
| 0395 | STORM SEWER PIPE-18 IN | 00522 | LF | 566.00 | 566.000 | 609.000 | 609.000 | 96.00 | 58,464.00 | |||
| 0400 | STORM SEWER PIPE-24 IN | 00524 | LF | 695.00 | 695.000 | 696.000 | 696.000 | 53.00 | 36,888.00 | |||
| 0405 | STORM SEWER PIPE-30 IN | 00526 | LF | 944.00 | 944.000 | 944.000 | 944.000 | 65.00 | 61,360.00 | |||
| 0410 | STORM SEWER PIPE-36 IN | 00528 | LF | 459.00 | 459.000 | 464.000 | 464.000 | 90.00 | 41,760.00 | |||
| 0415 | STORM SEWER PIPE-42 IN | 00529 | LF | 830.00 | 830.000 | 830.000 | 830.000 | 128.00 | 106,240.00 | |||
| 0420 | STORM SEWER PIPE-48 IN | 00530 | LF | 577.00 | 577.000 | 577.000 | 577.000 | 133.00 | 76,741.00 | |||
| 0425 | PERFORATED PIPE-4 IN | 01000 | LF | 77.00 | 77.000 | 263.000 | 263.000 | 22.00 | 5,786.00 | |||
| 0430 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 30.00 | 30.000 | 80.000 | 80.000 | 16.00 | 1,280.00 | |||
| 0435 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0440 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0445 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0450 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 1,800.00 | 25,200.00 | |||
| 0455 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0460 | CURB BOX INLET TYPE B | 01480 | EACH | 26.00 | 26.000 | 27.000 | 27.000 | 4,800.00 | 129,600.00 | |||
| 0465 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 3.000 | 4.000 | 4.000 | 3,200.00 | 12,800.00 | |||
| 0470 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,800.00 | 5,800.00 | |||
| 0475 | JUNCTION BOX | 01650 | EACH | 9.00 | 9.000 | 14.000 | 14.000 | 1,500.00 | 21,000.00 | |||
| 0480 | RECONSTRUCT INLET | 01720 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,350.00 | 3,350.00 | |||
| 0485 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0490 | CONCRETE-CLASS A | 08100 | CUYD | 1.07 | 1.070 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0495 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0005 BRIDGE - NAS HAUL ROAD - DWG. 27336 | |||||||
| 0500 | CRUSHED STONE BASE | 00003 | TON | 53.00 | 53.000 | 215.230 | 215.230 | 26.00 | 5,595.98 | |||
| 0505 | ASPHALT SEAL AGGREGATE | 00100 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 0510 | ASPHALT SEAL COAT | 00103 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 631.00 | 0.00 | |||
| 0515 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 95.00 | 95.000 | 253.280 | 253.280 | 75.00 | 18,996.00 | |||
| 0520 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 45.00 | 45.000 | 153.370 | 153.370 | 117.00 | 17,944.29 | |||
| 0525 | CULVERT PIPE-18 IN | 00462 | LF | 222.00 | 222.000 | 222.000 | 222.000 | 94.00 | 20,868.00 | |||
| 0530 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0535 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0540 | STANDARD INTEGRAL CURB | 01830 | LF | 599.00 | 599.000 | 519.000 | 519.000 | 16.00 | 8,304.00 | |||
| 0545 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 14.00 | 14.000 | 450.000 | 450.000 | 44.00 | 19,800.00 | |||
| 0550 | EMBANKMENT IN PLACE (ADDED: 5-25-16) | 02230 | CUYD | 3,801.00 | 3,801.000 | 8,710.000 | 8,710.000 | 9.50 | 82,745.00 | |||
| 0555 | GUARDRAIL-STEEL W BEAM-S FACE A | 02355 | LF | 775.00 | 775.000 | 831.250 | 831.250 | 0.01 | 8.31 | |||
| 0560 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 57.00 | 171.00 | |||
| 0565 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,700.00 | 8,100.00 | |||
| 0570 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 0575 | HANDRAIL-TYPE A-1 | 02611 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0580 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 349.00 | 349.000 | 204.000 | 204.000 | 33.00 | 6,732.00 | |||
| 0585 | MASONRY COATING | 02998 | SQYD | 2,167.40 | 2,167.400 | 2,167.400 | 2,167.400 | 9.00 | 19,506.60 | |||
| 0590 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 84.00 | 5,544.00 | |||
| 0595 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 691.00 | 691.000 | 691.000 | 691.000 | 31.00 | 21,421.00 | |||
| 0600 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,219.00 | 1,219.000 | 948.520 | 948.520 | 19.00 | 18,021.88 | |||
| 0605 | RETAINING WALL | 08018 | SQFT | 1,643.00 | 1,643.000 | 1,643.000 | 1,643.000 | 140.00 | 230,020.00 | |||
| 0610 | RETAINING WALL (GRAVITY RETAINING WALL - SEE PLANS) | 08018 | SQFT | 152.00 | 152.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0615 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,320.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0620 | TEST PILES | 08033 | LF | 164.00 | 343.580 | 343.580 | 343.580 | 194.00 | 66,654.52 | |||
| 0625 | CONCRETE-CLASS A | 08100 | CUYD | 971.10 | 971.100 | 971.100 | 971.100 | 339.00 | 329,202.90 | |||
| 0630 | CONCRETE-CLASS AA | 08104 | CUYD | 269.00 | 269.000 | 269.000 | 269.000 | 1,100.00 | 295,900.00 | |||
| 0635 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 474.00 | 474.000 | 482.000 | 482.000 | 21.00 | 10,122.00 | |||
| 0640 | STEEL REINFORCEMENT | 08150 | LB | 123,743.00 | 123,743.000 | 123,991.350 | 123,991.350 | 1.00 | 123,991.35 | |||
| 0645 | DYNAMIC PILE TESTING | 23233EC | EACH | 4.00 | 7.000 | 7.000 | 7.000 | 4,100.00 | 28,700.00 | |||
| 0650 | PIPE PILE-18 IN | 23546EC | LF | 3,820.30 | 5,905.450 | 5,905.450 | 5,905.450 | 94.00 | 555,112.30 | |||
| 0655 | PROTECTIVE FENCE | 23964EC | LF | 189.00 | 0.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0660 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 55.00 | 55.000 | 55.000 | 55.000 | 400.00 | 22,000.00 | |||
| 0665 | STEEL REINFORCEMENT STAINLESS STEEL | 24112EC | LB | 57,087.00 | 63,097.460 | 63,097.460 | 63,097.460 | 3.00 | 189,292.38 | |||
| 0670 | CONCRETE (CL AA, CL A & PRESTRESSED GIRDER, SEE P | 24451EC | CUYD | 1,390.00 | 1,390.000 | 173.670 | 1,304.380 | 1,478.050 | 270.00 | 46,890.90 | 399,073.50 | |
| 0675 | PPC I-BEAM HN 54 49 | 24463ED | LF | 547.50 | 547.500 | 547.500 | 547.500 | 320.00 | 175,200.00 | |||
| 0680 | GRANULAR BACKFILL | 24596EN | CUYD | 6,332.00 | 6,332.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0685 | CORED HOLE IN DRAINAGE PIPE | 24701ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0690 | KYTC S&F HEADWALL-18 IN | 40023 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 8000 | CHANNEL LINING CLASS II (NAS BRIDGE) | 02483 | TON | 0.00 | 2,320.000 | 1,045.840 | 1,045.840 | 20.00 | 20,916.80 | |||
| 8010 | NON-PERFORATED PIPE-4 IN (NAS BRIDGE) | 01010 | LF | 0.00 | 60.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 8015 | PERFORATED PIPE-4 IN (NAS BRIDGE) | 01000 | LF | 0.00 | 350.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 8020 | FABRIC-GEOTEXTILE TYPE IV (NAS BRIDGE) | 02599 | SQYD | 0.00 | 806.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8025 | PERF PIPE HEADWALL TY 4-4 IN (NAS BRIDGE) | 01032 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8030 | ELECTRICAL CONDUIT (NAS BRIDGE) | 08269 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 32,141.63 | 32,141.63 | |||
| 8035 | PROTECTIVE FENCE (REVISED UNIT PRICE) | 23964EC | LF | 0.00 | 185.000 | 185.000 | 185.000 | 936.60 | 173,271.00 | |||
| 8180 | ADMINISTRATIVE SETTLEMENT (DYNAMIC PILE TESTING CLAIM) | 10104NX | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8190 | SIDEWALK-6 IN CONCRETE (NAS BRIDGE) | 02723 | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 51.45 | 0.00 | |||
| 8210 | UTILITY COORDINATION (NAS) | 24845EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,783.19 | 0.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0006 BRIDGE - MCCOOL'S CREEK - DWG. 27171 | |||||||
| 0695 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 194.00 | 194.000 | 194.000 | 194.000 | 50.00 | 9,700.00 | |||
| 0700 | MASONRY COATING | 02998 | SQYD | 517.00 | 517.000 | 517.000 | 517.000 | 9.00 | 4,653.00 | |||
| 0705 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 112.00 | 112.000 | 112.000 | 112.000 | 83.00 | 9,296.00 | |||
| 0710 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,088.00 | 1,088.000 | 1,166.340 | 1,166.340 | 17.00 | 19,827.78 | |||
| 0715 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,786.00 | 3,786.000 | 3,799.980 | 3,799.980 | 35.00 | 132,999.30 | |||
| 0720 | TEST PILES | 08033 | LF | 244.00 | 244.000 | 318.230 | 318.230 | 194.00 | 61,736.62 | |||
| 0725 | CONCRETE-CLASS A | 08100 | CUYD | 292.00 | 292.000 | 292.000 | 292.000 | 720.00 | 210,240.00 | |||
| 0730 | CONCRETE-CLASS AA | 08104 | CUYD | 431.40 | 431.400 | 431.400 | 431.400 | 850.00 | 366,690.00 | |||
| 0735 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 28.00 | 28.000 | 30.000 | 30.000 | 10.00 | 300.00 | |||
| 0740 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 18.00 | 324.00 | |||
| 0745 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 23.00 | 322.00 | |||
| 0750 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 30.00 | 420.00 | |||
| 0755 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 989.00 | 989.000 | 1,009.000 | 1,009.000 | 9.00 | 9,081.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 43,380.00 | 43,380.000 | 43,517.000 | 43,517.000 | 1.00 | 43,517.00 | |||
| 0765 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 108,266.00 | 108,266.000 | 108,391.000 | 108,391.000 | 1.00 | 108,391.00 | |||
| 0770 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,549.30 | 1,549.300 | 1,549.300 | 1,549.300 | 250.00 | 387,325.00 | |||
| 0775 | RAIL SYSTEM TYPE III | 21532ED | LF | 450.00 | 450.000 | 450.000 | 450.000 | 122.00 | 54,900.00 | |||
| 0780 | PIPE PILE-18 IN | 23546EC | LF | 2,670.00 | 3,784.680 | 3,784.680 | 3,784.680 | 74.00 | 280,066.32 | |||
| 0785 | INSIDE FIT SNUB NOSE CONICAL POINT-18 IN | 24042EC | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 380.00 | 20,520.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0007 UTILITY - GASLINE RELOCATION | |||||||
| 0790 | G DIRECTIONAL BORE | 16000 | LF | 300.00 | 300.000 | 1,276.000 | 1,276.000 | 82.00 | 104,632.00 | |||
| 0795 | G MAIN POINT RELOCATE (6-IN GAS LOWERING W/ TEMP BYPASS) | 16014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 25,700.00 | 51,400.00 | |||
| 0800 | G PIPE STEEL 04 INCH | 16025 | LF | 124.00 | 124.000 | 79.000 | 79.000 | 91.00 | 7,189.00 | |||
| 0805 | G PIPE STEEL 06 INCH | 16026 | LF | 60.00 | 60.000 | 125.000 | 125.000 | 124.00 | 15,500.00 | |||
| 0810 | G PIPE STEEL 10 INCH | 16028 | LF | 10,511.00 | 10,511.000 | 9,537.000 | 9,537.000 | 67.00 | 638,979.00 | |||
| 0815 | G SERVICE LONG SIDE 1 OR 1-1/4 INCH | 16031 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,300.00 | 0.00 | |||
| 0820 | G SERVICE LONG SIDE 2 INCH | 16033 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0825 | G SERVICE LONG SIDE 3/4 INCH | 16034 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0830 | G SERVICE SHORT SIDE 1 OR 1-1/4 INCH | 16036 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0835 | G SERVICE SHORT SIDE 2 INCH | 16038 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,900.00 | 11,700.00 | |||
| 0840 | G SERVICE SHORT SIDE 3/4 INCH | 16039 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0845 | G SERVICE SPECIAL | 16040 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,400.00 | 0.00 | |||
| 0850 | G TIE-IN POLYETHYLENE/PLASTIC 04 INCH | 16043 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,939.00 | 9,939.00 | |||
| 0855 | G TIE-IN POLYETHYLENE/PLASTIC 06 INCH | 16044 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 12,540.00 | 37,620.00 | |||
| 0860 | G VALVE SPECIAL (ABOVE GRADE ISOLATION VALVE) | 16056 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 35,700.00 | 71,400.00 | |||
| 0865 | G VALVE STEEL 04 INCH | 16059 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,780.00 | 1,780.00 | |||
| 0870 | G VALVE STEEL 06 INCH | 16060 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,560.00 | 3,560.00 | |||
| 0875 | G LINE MARKER | 16065 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0880 | BOLLARDS | 21341ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 610.00 | 0.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0008 SEWER | |||||||
| 0885 | S BYPASS PUMPING | 15000 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0890 | S DIRECTIONAL BORE (6-IN | 15011 | LF | 650.00 | 650.000 | 600.000 | 600.000 | 46.00 | 27,600.00 | |||
| 0895 | S ENCASEMENT CONCRETE | 15012 | LF | 70.00 | 70.000 | 130.000 | 130.000 | 72.00 | 9,360.00 | |||
| 0900 | S ENCASEMENT STEEL BORED RANGE 2 (8-IN) | 15015 | LF | 95.00 | 95.000 | 100.000 | 100.000 | 93.00 | 9,300.00 | |||
| 0905 | S FORCE MAIN AIR RLS/VAC VLV 02 IN (COMBINATION AIR VALVE) | 15026 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0910 | S FORCE MAIN PVC 02 INCH (SDR 21) | 15057 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0915 | S FORCE MAIN PVC 06 INCH (HDPE, DR11) | 15060 | LF | 11,113.00 | 11,113.000 | 10,970.000 | 10,970.000 | 20.00 | 219,400.00 | |||
| 0920 | S FORCE MAIN TIE-IN 06 INCH | 15074 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 1,050.00 | 6,300.00 | |||
| 0925 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,450.00 | 2,900.00 | |||
| 0930 | S PUMP STATION | 15119 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 78,000.00 | 78,000.00 | |||
| 0935 | S SPECIAL ITEM (MANHOLE AT 3-IN FORCE MAIN TIE-IN AT 6- | 15120 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,500.00 | 4,500.00 | |||
| 0940 | S STRUCTURE REMOVAL (PUMP STATION WET WELL AND VALVE VAULT) | 15122 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,700.00 | 11,400.00 | |||
| 0945 | S LINE MARKER | 15123 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 8005 | S FORCE MAIN TIE-IN 02 INCH INST | 15550 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,103.14 | 3,103.14 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0009 WATERLINE - US 42 | |||||||
| 0950 | W AIR RELEASE VALVE 1 INCH | 14000 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,033.00 | 0.00 | |||
| 0955 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,800.00 | 0.00 | |||
| 0960 | W PIPE PVC 08 INCH (SDR 17) | 14060 | LF | 6,267.00 | 6,267.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 0965 | W PIPE PVC SPECIAL (RESTRAINED JOINT 8-IN PVC SDR 17) | 14066 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 0970 | W REMOVE TRANSITE (AC) PIPE (NOT TO BE PAID AT TIE-IN LOCATIONS) | 14076 | LF | 200.00 | 200.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 0975 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 0980 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,650.00 | 0.00 | |||
| 0985 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,142.00 | 0.00 | |||
| 0990 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0995 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 940.00 | 0.00 | |||
| 1000 | W TIE-IN 06 INCH | 14094 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 1005 | W TIE-IN SPECIAL (TIE-IN TO 6-IN ASBESTOS CONCRETE PIPE) | 14101 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,590.00 | 0.00 | |||
| 1010 | W VALVE 03 INCH | 14103 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| 1015 | W VALVE 06 INCH | 14105 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1020 | W VALVE 08 INCH | 14106 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 1025 | W ENCASEMENT SPECIAL (12" PVC CASING PIPE-OPEN CUT AT UTILITY | 14126 | LF | 858.00 | 858.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1030 | W METER SPECIAL | 14131 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 128.00 | 0.00 | |||
| 1035 | W LINE MARKER | 14144 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0010 WATERLINE - NAS HAUL ROAD | |||||||
| 1040 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 135.00 | 135.000 | 205.000 | 205.000 | 71.00 | 14,555.00 | |||
| 1045 | W PLUG EXISTING MAIN | 14074 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 11,000.00 | 22,000.00 | |||
| 1050 | W STRUCTURE REMOVAL (REMOVE EXISTING POST INDICATOR VALVE) | 14088 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 1055 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 1060 | W VALVE SPECIAL (INSTALL NEW POST INDICATOR VALVE) | 14124 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 1065 | W SERV COPPER LONG SIDE 1-1/2 IN (RELOCATE EXISTING 1 1/2 IN WATER LINE) | 14146 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 1070 | G PIPE STEEL 06 INCH | 16026 | LF | 450.00 | 450.000 | 395.000 | 395.000 | 60.00 | 23,700.00 | |||
| 1075 | G TIE-IN POLYETHYLENE/PLASTIC 06 IN INST | 16544 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,300.00 | 24,600.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1080 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 498,549.00 | 498,549.00 | |||
| 1085 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 197,041.71 | 0.00 | |||
| Project | DE02100421634 | Fed/State Project Number | FD04 SPP 021 0042 009-014 | Category | 0012 SIGNALIZATION | |||||||
| 8110 | CABLE-NO. 14/5C (NAS GATE 1) | 04844 | LF | 0.00 | 678.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 8120 | ANCHOR (NAS GATE 1) | 04884 | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 330.75 | 0.00 | |||
| 8130 | MESSENGER-10800 LB (NAS GATE 1) | 04885 | LF | 0.00 | 400.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 8140 | INSTALL STEEL STRAIN POLE (NAS GATE 1) | 04932 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,675.00 | 7,350.00 | |||
| 8150 | REMOVE SIGNAL EQUIPMENT (NAS GATE 1) | 04950 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,108.69 | 4,108.69 | |||
| 8160 | INSTALL LED BEACON-12 IN (NAS GATE 1) | 20408ES835 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 236.25 | 0.00 | |||
| 8170 | TRAFFIC SIGNAL POLE BASE (NAS GATE 1) | 23157EN | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 787.50 | 7,875.00 | |||
| 8200 | INSTALL-BEACON CONTROLLER-2 CIRCUIT (NAS GATE 1) | 24526ED | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,888.00 | 0.00 | |||
| SUBTOT | $46,426.48 |
$12,539,891.95 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0790-1-0I |
G DIRECTIONAL BORE | FT |
300.00 | 0005 | $41.094900 | $11,712.05 | ||||||
0810-1-0I |
G PIPE STEEL 10 IN | FT |
10,511.00 | 0005 | $24.346050 | $243,106.29 | ||||||
0640-1-0I |
STEEL REINF NAS BRIDGE | LB |
45,596.00 | 0006 | $0.416700 | $18,049.91 | ||||||
0635-1-0I |
#6 MECH COUPLER NAS | EACH |
258.00 | 0007 | $10.830000 | $2,655.22 | ||||||
0640-1-1I |
STEEL REINF NAS BRIDGE | LB |
24,704.00 | 0007 | $0.434080 | $10,187.38 | ||||||
0675-1-0I |
PPC I BM HN 54 NAS | FT |
547.50 | 0007 | $220.374000 | $114,622.03 | ||||||
0715-1-0I |
CYCL RIP RAP McCOOLS | TON |
873.91 | 0007 | $19.610000 | $12,853.03 | ||||||
0735-1-0I |
MECH COUP 5 McCOOLS | EACH |
14.00 | 0007 | $2.920000 | $38.77 | ||||||
0740-1-0I |
MECH COUP 8 McCOOLS | EACH |
8.00 | 0007 | $7.000000 | $53.17 | ||||||
0745-1-0I |
MECH COUP 9 McCOOLS | EACH |
6.00 | 0007 | $11.180000 | $63.74 | ||||||
0750-1-0I |
MECH COUP 10 McCOOLS | EACH |
6.00 | 0007 | $16.060000 | $91.54 | ||||||
0760-1-0I |
STEEL REINF McCOOLS | FT |
20,804.00 | 0007 | $0.458200 | $9,055.59 | ||||||
0765-1-0I |
STEEL REINF EPOXY McCOOLS | FT |
904.00 | 0007 | $0.620000 | $532.54 | ||||||
0770-1-0I |
PCI BM TY 3 McCOOLS | FT |
885.33 | 0007 | $154.442000 | $129,896.01 | ||||||
0780-1-0I |
PIPE PILE 18 IN McCOOLS | FT |
1,205.00 | 0007 | $38.080000 | $43,595.80 | ||||||
0785-1-0I |
CONICAL POINT 18 IN McCOOLS | EACH |
17.00 | 0007 | $259.700000 | $4,194.16 | ||||||
0780-1-1I |
PIPE PILE 18 IN McCOOLS | FT |
603.00 | 0008 | $37.550000 | $21,509.97 | ||||||
0785-1-1I |
CONICAL POINT 18 IN McCOOLS | EACH |
7.00 | 0008 | $259.700000 | $1,727.01 | ||||||
0780-1-2I |
PIPE PILE 18 IN McCOOLS | FT |
540.00 | 0009 | $37.260000 | $19,113.87 | ||||||
0785-1-2I |
CONICAL POINT 18 IN McCOOLS | EACH |
4.00 | 0009 | $259.700000 | $986.86 | ||||||
0640-1-2I |
STEEL REINF NAS BRIDGE | LB |
36,382.00 | 0011 | $0.427590 | $14,778.61 | ||||||
0605-1-0I |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
13,343.00 | 0013 | $0.643400 | $8,155.88 | ||||||
0635-1-1I |
#6 MECH COUPLER NAS | EACH |
148.00 | 0013 | $3.795000 | $533.55 | ||||||
0640-1-3I |
STEEL REINF NAS BRIDGE | LB |
10,367.00 | 0013 | $0.413400 | $4,071.43 | ||||||
0665-1-0I |
STEEL REINF SS NAS BRIDGE | FT |
629.00 | 0013 | $0.191000 | $114.01 | ||||||
0755-1-0I |
#5 MECH COUPLER EPOXY McCOOLS | EACH |
989.00 | 0015 | $5.370000 | $5,044.42 | ||||||
0765-1-2I |
STEEL REINF EPOXY McCOOLS | FT |
23,927.00 | 0015 | $0.557000 | $12,649.61 | ||||||
0765-1-1I |
STEEL REINF EPOXY McCOOLS | FT |
29,137.00 | 0015 | $0.496000 | $13,731.57 | ||||||
0770-1-1I |
PCI BM TY 3 McCOOLS | FT |
663.97 | 0023 | $154.442000 | $97,417.61 | ||||||
0780-1-3I |
PIPE PILE 18 IN McCOOLS | FT |
1,732.00 | 0026 | $37.930000 | $62,415.67 | ||||||
0785-1-3I |
CONICAL POINT 18 IN McCOOLS | EACH |
26.00 | 0026 | $259.700000 | $6,414.59 | ||||||
0765-1-3I |
STEEL REINF EPOXY McCOOLS | FT |
43,547.00 | 0031 | $0.557000 | $23,022.21 | ||||||
0640-1-0A |
STEEL REINF NAS BRIDGE | LB |
40,955.22 | 0007 | $0.416700 | $-16,212.78 | ||||||
0760-1-0A |
STEEL REINF McCOOLS | FT |
5,649.68 | 0007 | $0.458200 | $-2,459.20 | ||||||
0780-1-0A |
PIPE PILE 18 IN McCOOLS | FT |
660.86 | 0007 | $38.080000 | $-23,909.31 | ||||||
0785-1-0A |
CONICAL POINT 18 IN McCOOLS | EACH |
10.00 | 0007 | $259.700000 | $-2,467.15 | ||||||
0640-1-1A |
STEEL REINF NAS BRIDGE | LB |
12,101.92 | 0008 | $0.434080 | $-4,990.56 | ||||||
0640-1-0A |
STEEL REINF NAS BRIDGE | LB |
4,640.78 | 0008 | $0.416700 | $-1,837.13 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
52.84 | 0008 | $19.610000 | $-777.14 | ||||||
0760-1-0A |
STEEL REINF McCOOLS | FT |
10,259.44 | 0008 | $0.458200 | $-4,465.74 | ||||||
0780-1-1A |
PIPE PILE 18 IN McCOOLS | FT |
115.11 | 0008 | $37.550000 | $-4,106.16 | ||||||
0780-1-0A |
PIPE PILE 18 IN McCOOLS | FT |
544.14 | 0008 | $38.080000 | $-19,686.49 | ||||||
0785-1-1A |
CONICAL POINT 18 IN McCOOLS | EACH |
3.00 | 0008 | $259.700000 | $-740.15 | ||||||
0785-1-0A |
CONICAL POINT 18 IN McCOOLS | EACH |
7.00 | 0008 | $259.700000 | $-1,727.01 | ||||||
0790-1-0A |
G DIRECTIONAL BORE | FT |
88.00 | 0008 | $41.094900 | $-3,435.53 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
672.00 | 0008 | $24.346050 | $-15,542.52 | ||||||
0635-1-0A |
#6 MECH COUPLER NAS | EACH |
172.00 | 0009 | $10.830000 | $-1,770.15 | ||||||
0735-1-0A |
MECH COUP 5 McCOOLS | EACH |
10.00 | 0009 | $2.920000 | $-27.69 | ||||||
0745-1-0A |
MECH COUP 9 McCOOLS | EACH |
6.00 | 0009 | $11.180000 | $-63.74 | ||||||
0750-1-0A |
MECH COUP 10 McCOOLS | EACH |
6.00 | 0009 | $16.060000 | $-91.54 | ||||||
0760-1-0A |
STEEL REINF McCOOLS | FT |
4,011.12 | 0009 | $0.458200 | $-1,745.97 | ||||||
0780-1-2A |
PIPE PILE 18 IN McCOOLS | FT |
6.86 | 0009 | $37.260000 | $-242.82 | ||||||
0780-1-1A |
PIPE PILE 18 IN McCOOLS | FT |
487.89 | 0009 | $37.550000 | $-17,403.81 | ||||||
0785-1-2A |
CONICAL POINT 18 IN McCOOLS | EACH |
4.00 | 0009 | $259.700000 | $0.00 | ||||||
0785-1-1A |
CONICAL POINT 18 IN McCOOLS | EACH |
4.00 | 0009 | $259.700000 | $-986.86 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
507.00 | 0009 | $24.346050 | $-11,726.28 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
318.71 | 0010 | $19.610000 | $-4,687.43 | ||||||
0735-1-0A |
MECH COUP 5 McCOOLS | EACH |
4.00 | 0010 | $2.920000 | $-11.08 | ||||||
0740-1-0A |
MECH COUP 8 McCOOLS | EACH |
8.00 | 0010 | $7.000000 | $-53.17 | ||||||
0760-1-0A |
STEEL REINF McCOOLS | FT |
883.76 | 0010 | $0.458200 | $-384.68 | ||||||
0770-1-0A |
PCI BM TY 3 McCOOLS | FT |
885.31 | 0010 | $154.442000 | $-129,892.64 | ||||||
0790-1-0A |
G DIRECTIONAL BORE | FT |
45.00 | 0010 | $41.094900 | $-1,756.81 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
1,410.00 | 0010 | $24.346050 | $-32,611.54 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
104.34 | 0011 | $19.610000 | $-1,534.58 | ||||||
0790-1-0A |
G DIRECTIONAL BORE | FT |
167.00 | 0011 | $41.094900 | $-6,519.71 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
1,509.00 | 0011 | $24.346050 | $-34,901.28 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
985.00 | 0012 | $24.346050 | $-22,781.82 | ||||||
0635-1-0A |
#6 MECH COUPLER NAS | EACH |
72.00 | 0013 | $10.830000 | $-740.99 | ||||||
0640-1-2A |
STEEL REINF NAS BRIDGE | LB |
26,322.45 | 0013 | $0.427590 | $-10,692.35 | ||||||
0640-1-1A |
STEEL REINF NAS BRIDGE | LB |
12,602.08 | 0013 | $0.434080 | $-5,196.82 | ||||||
0665-1-0A |
STEEL REINF SS NAS BRIDGE | FT |
317.85 | 0013 | $0.191000 | $-57.61 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
1,745.00 | 0013 | $24.346050 | $-40,359.67 | ||||||
0605-1-0A |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
3,811.77 | 0014 | $0.643400 | $-2,329.94 | ||||||
0640-1-3A |
STEEL REINF NAS BRIDGE | LB |
10,367.00 | 0014 | $0.413400 | $-4,071.43 | ||||||
0640-1-2A |
STEEL REINF NAS BRIDGE | LB |
10,059.55 | 0014 | $0.427590 | $-4,086.26 | ||||||
0665-1-0A |
STEEL REINF SS NAS BRIDGE | FT |
311.15 | 0014 | $0.191000 | $-56.40 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
1,086.00 | 0014 | $24.346050 | $-25,117.82 | ||||||
0605-1-0A |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
3,811.77 | 0015 | $0.643400 | $-2,329.94 | ||||||
0635-1-1A |
#6 MECH COUPLER NAS | EACH |
58.00 | 0015 | $3.795000 | $-209.09 | ||||||
0635-1-0A |
#6 MECH COUPLER NAS | EACH |
14.00 | 0015 | $10.830000 | $-144.08 | ||||||
0675-1-0A |
PPC I BM HN 54 NAS | FT |
547.50 | 0015 | $220.374000 | $-114,622.03 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
873.00 | 0015 | $24.346050 | $-20,191.40 | ||||||
0605-1-0A |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
1,905.92 | 0016 | $0.643400 | $-1,164.99 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
52.25 | 0016 | $19.610000 | $-768.47 | ||||||
0765-1-2A |
STEEL REINF EPOXY McCOOLS | FT |
23,927.00 | 0016 | $0.557000 | $-12,649.61 | ||||||
0765-1-1A |
STEEL REINF EPOXY McCOOLS | FT |
29,137.00 | 0016 | $0.496000 | $-13,731.57 | ||||||
0765-1-0A |
STEEL REINF EPOXY McCOOLS | FT |
904.00 | 0016 | $0.620000 | $-532.54 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
140.00 | 0016 | $24.346050 | $-3,238.02 | ||||||
0605-1-0A |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
1,905.92 | 0017 | $0.643400 | $-1,164.99 | ||||||
0755-1-0A |
#5 MECH COUPLER EPOXY McCOOLS | EACH |
989.00 | 0017 | $5.370000 | $-5,044.42 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
497.00 | 0017 | $24.346050 | $-11,494.99 | ||||||
0605-1-0A |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
1,905.76 | 0018 | $0.643400 | $-1,164.89 | ||||||
0810-1-0A |
G PIPE STEEL 10 IN | FT |
113.00 | 0018 | $24.346050 | $-2,613.55 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
183.41 | 0022 | $19.610000 | $-2,697.50 | ||||||
0715-1-0A |
CYCL RIP RAP McCOOLS | TON |
162.36 | 0023 | $19.610000 | $-2,387.91 | ||||||
0635-1-1A |
#6 MECH COUPLER NAS | EACH |
90.00 | 0024 | $3.795000 | $-324.46 | ||||||
0780-1-3A |
PIPE PILE 18 IN McCOOLS | FT |
461.15 | 0026 | $37.930000 | $-16,618.35 | ||||||
0780-1-2A |
PIPE PILE 18 IN McCOOLS | FT |
533.14 | 0026 | $37.260000 | $-18,871.05 | ||||||
0785-1-3A |
CONICAL POINT 18 IN McCOOLS | EACH |
13.00 | 0026 | $259.700000 | $-3,207.30 | ||||||
0780-1-3A |
PIPE PILE 18 IN McCOOLS | FT |
248.99 | 0027 | $37.930000 | $-8,972.79 | ||||||
0785-1-3A |
CONICAL POINT 18 IN McCOOLS | EACH |
3.00 | 0027 | $259.700000 | $-740.15 | ||||||
0780-1-3A |
PIPE PILE 18 IN McCOOLS | FT |
726.54 | 0028 | $37.930000 | $-26,182.15 | ||||||
0785-1-3A |
CONICAL POINT 18 IN McCOOLS | EACH |
10.00 | 0028 | $259.700000 | $-2,467.14 | ||||||
0770-1-1A |
PCI BM TY 3 McCOOLS | FT |
663.97 | 0029 | $154.442000 | $-97,417.61 | ||||||
0765-1-3A |
STEEL REINF EPOXY McCOOLS | FT |
43,547.00 | 0032 | $0.557000 | $-23,022.21 | ||||||
0770-10C |
PCI BM TY 3 McCOOLS | FT |
0.00 | 0015 | $146.719946 | $-3.37 | ||||||
0605-10C |
EPOXY STEEL FOR RETAIN WALL @ NAS | LB |
0.00 | 0024 | $0.611248 | $-1.13 | ||||||
0810-10C |
G PIPE STEEL 10 IN | FT |
0.00 | 0024 | $23.128750 | $-22,527.40 | ||||||
0780-13C |
PIPE PILE 18 IN McCOOLS | FT |
0.00 | 0033 | $36.036761 | $-10,642.38 | ||||||
| SUBTOT | $986.86 |
|||||||||||