|
Report_Id: 171256 Est NO 0065 |
Date:01/11/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171256 | Estimate Number | 0065 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Taylor, Jonathan D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code KY0036480 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 11/26/2020 TO 12/09/2020 | ||||||
| Date Approved | 12/18/2020 | ||||||
| Primary Proj Number | DE09100681756 | ||||||
| Project No. | NHPP 0681 (033) | ||||||
| Primary County | NICHOLAS | ||||||
| Name of Road | PARIS - MAYSVILLE ROAD (US 68) | ||||||
| Description | RECONSTRUCT PARIS TO MAYSVILLE ROAD FROM MILLERSBURG TO KY 1 455 AT CARLISLE (SECTION 3) | ||||||
| Date Let | 12/08/2017 | Formal Acceptance | |||||
| Date Awarded | 12/15/2017 | Date Work Began | 03/09/2018 | ||||
| Date Contract Executed | 01/31/2018 | Open To Traffic | |||||
| Date NTP Issued | 01/31/2018 | Actual Completion Date | 12/07/2020 | ||||
| Current Contract Amount | $15,937,181.62 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $15,597,959.00 |
Total Earnings | $14,801,233.67 |
$14,710,184.06 |
$91,049.61 |
|
| Percent Complete | 93.01 |
Stockpiled Materials | $21,912.38 |
$21,912.38 |
$0.00 |
|
| Funds Available | $1,114,035.57 |
Gross Earnings | $14,823,146.05 |
$14,732,096.44 |
$91,049.61 |
|
| Total Change Orders | $339,222.62 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,823,146.05 |
$14,732,096.44 |
$91,049.61 |
|||
| Contract Id | 171256 | Change Order Summary |
County | NICHOLAS | ||||||
| Estimate Nbr | 0065 | Project Number | NHPP 0681 (033) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 11/26/2020 TO 12/09/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | ADDITION OF CONSTRUCTION ENTRANCES | Approved | 05/04/2018 | $15,000.00 | 1.0 | |||||
| 002 | Additional Roadway Excavation | Approved | 08/17/2018 | $95,424.00 | 6.0 | |||||
| 003 | Construction Revision #1, Class IV Channel Lining | Approved | 09/21/2018 | $6,861.97 | 1.0 | |||||
| 004 | Mass Concrete | Approved | 09/18/2019 | $12,729.03 | 1.0 | |||||
| 005 | 6" Thermo Striping | Approved | 12/11/2019 | $81,804.99 | 5.0 | |||||
| 006 | Removal of Milestone Date | Approved | 12/11/2019 | $0.00 | 0.0 | |||||
| 007 | Mass Concrete | Approved | 12/13/2019 | $19,609.18 | 2.0 | |||||
| 008 | Traffic Control, Roadway Excavation, Mowing, & Asphalt | Approved | 09/29/2020 | $171,250.85 | 9.0 | |||||
| 009 | Construction Delay for COVID-19 | Approved | 08/20/2020 | $0.00 | 66.0 | |||||
| 010 | Witness Post Quantity Correction | Approved | 09/30/2020 | $9,060.00 | 1.0 | |||||
| 011 | Guardrail price change for updated standards | Approved | 12/09/2020 | $-72,517.40 | 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 | 171256 | COMMONWEALTH OF KENTUCKY |
County | NICHOLAS | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09100681756 | ||||||
| Estimate Nbr | 0065 | Period | 11/26/2020 TO 12/09/2020 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | 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 | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 500.00 | 500.000 | 1,009.980 | 1,009.980 | 20.00 | 20,199.60 | |||
| 0010 | LEVELING & WEDGING PG64-22 | 00190 | TON | 96.00 | 96.000 | 329.920 | 329.920 | 63.40 | 20,916.92 | |||
| 0015 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 1,963.00 | 1,963.000 | 0.000 | 0.000 | 63.74 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 12,291.00 | 12,291.000 | 16,558.040 | 16,558.040 | 56.64 | 937,847.38 | |||
| 0025 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 47,724.00 | 47,724.000 | 48,219.150 | 48,219.150 | 51.76 | 2,495,823.20 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 661.00 | 704.000 | 100.380 | 100.380 | 75.79 | 7,607.80 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 5,287.00 | 5,304.000 | 6,843.270 | 6,843.270 | 63.40 | 433,863.31 | |||
| 0040 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 7,862.00 | 9,162.000 | 9,406.540 | 9,406.540 | 62.20 | 585,086.78 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 73.00 | 73.000 | 634.660 | 634.660 | 30.00 | 19,039.80 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED STONE BASE | 00003 | TON | 78,889.80 | 79,008.800 | 65,759.710 | 65,759.710 | 19.50 | 1,282,314.34 | |||
| 0060 | FILL AND CAP WELL | 01711 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0065 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 129.00 | 129.000 | 151.000 | 151.000 | 45.00 | 6,795.00 | |||
| 0070 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 347.00 | 347.000 | 287.000 | 287.000 | 9.00 | 2,583.00 | |||
| 0075 | BARRICADE-TYPE III | 02014 | EACH | 25.00 | 25.000 | 19.000 | 19.000 | 110.00 | 2,090.00 | |||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 19,831.00 | 19,831.000 | 1,050.000 | 18,781.000 | 19,831.000 | 2.25 | 2,362.50 | 44,619.75 | |
| 0085 | ROADWAY EXCAVATION | 02200 | CUYD | 1,157,083.00 | 1,202,204.000 | 1,083.000 | 1,201,987.680 | 1,203,070.680 | 3.55 | 3,844.65 | 4,270,900.91 | |
| 0090 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,314.00 | 5,314.000 | 28,480.560 | 28,480.560 | 5.00 | 142,402.80 | |||
| 0095 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 6,282.00 | 6,282.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0100 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 21,587.50 | 0.000 | 16,471.400 | 16,471.400 | 14.40 | 237,188.16 | |||
| 0105 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 26.00 | 26.000 | 16.000 | 16.000 | 30.00 | 480.00 | |||
| 0110 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,400.00 | 14,400.00 | |||
| 0115 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 620.00 | 2,480.00 | |||
| 0120 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0125 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0130 | RELOCATE GUARDRAIL SYSTEM | 02385 | LF | 1,300.00 | 1,300.000 | 1,056.250 | 1,056.250 | 11.25 | 11,882.81 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 37.00 | 37.000 | 23.000 | 23.000 | 1,900.00 | 43,700.00 | |||
| 0140 | TEMP GUARDRAIL | 02397 | LF | 1,150.00 | 1,150.000 | 503.750 | 503.750 | 6.75 | 3,400.31 | |||
| 0145 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 36.00 | 187.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0150 | WITNESS POST | 02432 | EACH | 36.00 | 187.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0155 | CLEAN SINKHOLE | 02469 | EACH | 6.00 | 6.000 | 12.000 | 12.000 | 1,500.00 | 18,000.00 | |||
| 0160 | CHANNEL LINING CLASS II | 02483 | TON | 4,659.00 | 4,659.000 | 5,059.280 | 5,059.280 | 22.00 | 111,304.16 | |||
| 0165 | CHANNEL LINING CLASS III | 02484 | TON | 6,013.00 | 5,713.000 | 1,715.750 | 1,715.750 | 24.00 | 41,178.00 | |||
| 0170 | CLEARING AND GRUBBING (APPROXIMATELY 210 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0175 | CONCRETE-CLASS B | 02555 | CUYD | 115.30 | 115.300 | 14.190 | 14.190 | 140.00 | 1,986.60 | |||
| 0180 | TEMPORARY SIGNS | 02562 | SQFT | 975.00 | 975.000 | 1,663.080 | 1,663.080 | 8.00 | 13,304.64 | |||
| 0185 | EDGE KEY | 02585 | LF | 256.00 | 256.000 | 226.000 | 226.000 | 25.00 | 5,650.00 | |||
| 0190 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 122,040.00 | 122,040.000 | 65,071.410 | 65,071.410 | 0.90 | 58,564.26 | |||
| 0195 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 17,199.00 | 17,199.000 | 9,674.000 | 9,674.000 | 2.00 | 19,348.00 | |||
| 0200 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 25,000.00 | 22,500.00 | |||
| 0205 | DIVERSIONS (BY-PASS DETOURS) (DIVERSION NO. 1 AND KY 36 TEMP TIE) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0210 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 0215 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.900 | 1.000 | 25,000.00 | 2,500.00 | 25,000.00 | |
| 0220 | REMOVE STRUCTURE (STA. 688+00) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0225 | REMOVE STRUCTURE (STA. 699+50) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0230 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0235 | EASTERN WHITE PINE | 05026 | EACH | 58.00 | 58.000 | 10.000 | 58.000 | 68.000 | 280.00 | 2,800.00 | 19,040.00 | |
| 0240 | SUGAR MAPLE | 05226 | EACH | 53.00 | 53.000 | 5.000 | 32.000 | 37.000 | 280.00 | 1,400.00 | 10,360.00 | |
| 0245 | EROSION CONTROL BLANKET | 05950 | SQYD | 30,767.00 | 30,767.000 | 62,313.000 | 62,313.000 | 0.99 | 61,689.87 | |||
| 0250 | TEMP MULCH | 05952 | SQYD | 696,359.00 | 696,359.000 | 2,590.000 | 2,590.000 | 0.01 | 25.90 | |||
| 0255 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 519,671.00 | 519,671.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0260 | INITIAL FERTILIZER | 05963 | TON | 32.00 | 32.000 | 22.800 | 22.800 | 200.00 | 4,560.00 | |||
| 0265 | 20-10-10 FERTILIZER | 05964 | TON | 54.00 | 54.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0270 | SEEDING AND PROTECTION | 05985 | SQYD | 1,039,342.00 | 1,039,342.000 | 735,569.000 | 735,569.000 | 0.14 | 102,979.66 | |||
| 0275 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 95,208.00 | 95,208.000 | 7,336.000 | 7,336.000 | 0.21 | 1,540.56 | |||
| 0280 | AGRICULTURAL LIMESTONE | 05992 | TON | 644.00 | 644.000 | 5.625 | 5.625 | 200.00 | 1,125.00 | |||
| 0285 | PAVE STRIPING-TEMP PAINT-4 IN (WHITE) | 06510 | LF | 91,600.00 | 91,600.000 | 143,918.000 | 143,918.000 | 0.16 | 23,026.88 | |||
| 0290 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 445.00 | 445.000 | 153.000 | 153.000 | 0.48 | 73.44 | |||
| 0295 | PAVE STRIPING-PERM PAINT-4 IN (YELLOW) | 06514 | LF | 152,995.00 | 70,498.000 | 41,130.000 | 41,130.000 | 0.15 | 6,169.50 | |||
| 0300 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 445.00 | 445.000 | 361.000 | 361.000 | 12.00 | 4,332.00 | |||
| 0305 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 26,544.00 | 26,544.000 | 4,005.000 | 4,005.000 | 2.75 | 11,013.75 | |||
| 0310 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 28.00 | 28.000 | 61.000 | 61.000 | 125.00 | 7,625.00 | |||
| 0315 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0320 | STEEL REINFORCEMENT | 08150 | LB | 16,739.00 | 16,739.000 | 1,868.000 | 1,868.000 | 0.85 | 1,587.80 | |||
| 0325 | FUEL ADJUSTMENT | 10020NS | DOLL | 344,973.00 | 344,973.000 | 42,307.720 | 42,307.720 | 1.00 | 42,307.72 | |||
| 0330 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 295,519.00 | 295,519.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0335 | COLORADO SPRUCE | 20009ES724 | EACH | 28.00 | 28.000 | 16.000 | 16.000 | 260.00 | 4,160.00 | |||
| 0340 | BALD CYPRESS | 20051ES724 | EACH | 36.00 | 36.000 | 24.000 | 24.000 | 270.00 | 6,480.00 | |||
| 0345 | DRY-LAID ROCK FENCE | 20063EN9T | LF | 125.00 | 125.000 | 125.000 | 125.000 | 130.00 | 16,250.00 | |||
| 0350 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 66,010.00 | 66,010.000 | 74,855.000 | 74,855.000 | 0.13 | 9,731.15 | |||
| 0355 | SHAGBARK HICKORY | 20449NS724 | EACH | 29.00 | 29.000 | 3.000 | 24.000 | 27.000 | 240.00 | 720.00 | 6,480.00 | |
| 0360 | TULIP POPLAR | 20516NS724 | EACH | 43.00 | 43.000 | 15.000 | 26.000 | 41.000 | 280.00 | 4,200.00 | 11,480.00 | |
| 0365 | FLOWERING DOGWOOD | 20566NS724 | EACH | 80.00 | 80.000 | 10.000 | 83.000 | 93.000 | 260.00 | 2,600.00 | 24,180.00 | |
| 0370 | AMERICAN ELM TREE | 20684NS724 | EACH | 50.00 | 50.000 | 12.000 | 38.000 | 50.000 | 250.00 | 3,000.00 | 12,500.00 | |
| 0375 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 0.700 | 0.300 | 1.000 | 50,000.00 | 35,000.00 | 50,000.00 | |
| 0380 | SNOWDRIFT CRABAPPLE | 21664NS724 | EACH | 61.00 | 61.000 | 43.000 | 43.000 | 250.00 | 10,750.00 | |||
| 0385 | SHINGLE OAK | 22915NS724 | EACH | 57.00 | 57.000 | 12.000 | 43.000 | 55.000 | 270.00 | 3,240.00 | 14,850.00 | |
| 0390 | BASSWOOD | 22916NS724 | EACH | 55.00 | 55.000 | 2.000 | 45.000 | 47.000 | 270.00 | 540.00 | 12,690.00 | |
| 0395 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 212.00 | 212.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0400 | YELLOWWOOD | 24392ES724 | EACH | 65.00 | 65.000 | 47.000 | 47.000 | 280.00 | 13,160.00 | |||
| 0405 | AMERICAN HOLLY | 24393ES724 | EACH | 30.00 | 30.000 | 6.000 | 4.000 | 10.000 | 290.00 | 1,740.00 | 2,900.00 | |
| 0410 | HAWTHORN | 24394ES724 | EACH | 57.00 | 57.000 | 22.000 | 17.000 | 39.000 | 270.00 | 5,940.00 | 10,530.00 | |
| 0415 | DRY-LAID ROCK FENCE (DISMANTLE & STOCKPILE) | 24491ED | LF | 125.00 | 125.000 | 125.000 | 125.000 | 30.00 | 3,750.00 | |||
| 0420 | STEEL ENCASEMENT PIPE (4-IN) | 24668EC | LF | 909.00 | 909.000 | 909.000 | 909.000 | 25.00 | 22,725.00 | |||
| 0425 | PIPELINE INSPECTION | 24814EC | LF | 5,009.00 | 5,009.000 | 3,469.000 | 3,469.000 | 1.52 | 5,272.88 | |||
| 8001 | TEMPORARY CONSTRUCTION ENTRANCE | 24095EC | EACH | 0.00 | 6.000 | 9.000 | 9.000 | 2,500.00 | 22,500.00 | |||
| 8002 | CHANNEL LINING CLASS IV | 02488 | CUYD | 0.00 | 500.000 | 8,371.300 | 8,371.300 | 14.00 | 117,198.20 | |||
| 8004 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 0.00 | 61,048.000 | 67,152.000 | 67,152.000 | 0.82 | 55,064.64 | |||
| 8005 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 0.00 | 61,049.000 | 50,623.000 | 50,623.000 | 0.82 | 41,510.86 | |||
| 8006 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 8009 | MOWING OF SLOPES | 20527EC | ACRE | 0.00 | 45.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 8010 | GUARDRAIL-STEEL W BEAM-S FACE (New Standards) | 02351 | LF | 0.00 | 16,471.500 | 0.000 | 0.000 | 14.47 | 0.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0003 DRAINAGE | |||||||
| 0430 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 50.00 | 50.000 | 35.000 | 35.000 | 50.00 | 1,750.00 | |||
| 0435 | ENTRANCE PIPE-15 IN | 00440 | LF | 127.00 | 127.000 | 125.000 | 125.000 | 45.00 | 5,625.00 | |||
| 0440 | ENTRANCE PIPE-18 IN | 00441 | LF | 636.00 | 676.000 | 796.000 | 796.000 | 45.00 | 35,820.00 | |||
| 0445 | ENTRANCE PIPE-24 IN | 00443 | LF | 80.00 | 80.000 | 100.000 | 100.000 | 65.00 | 6,500.00 | |||
| 0450 | CULVERT PIPE-15 IN | 00461 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 70.00 | 3,640.00 | |||
| 0455 | CULVERT PIPE-18 IN | 00462 | LF | 1,138.00 | 1,138.000 | 1,208.000 | 1,208.000 | 45.00 | 54,360.00 | |||
| 0460 | CULVERT PIPE-24 IN | 00464 | LF | 905.00 | 905.000 | 905.000 | 905.000 | 65.00 | 58,825.00 | |||
| 0465 | CULVERT PIPE-30 IN | 00466 | LF | 617.00 | 617.000 | 617.000 | 617.000 | 75.00 | 46,275.00 | |||
| 0470 | CULVERT PIPE-36 IN | 00468 | LF | 876.00 | 876.000 | 1,093.000 | 1,093.000 | 80.00 | 87,440.00 | |||
| 0475 | CULVERT PIPE-42 IN | 00469 | LF | 364.00 | 364.000 | 414.000 | 414.000 | 94.00 | 38,916.00 | |||
| 0480 | CULVERT PIPE-48 IN | 00470 | LF | 377.00 | 377.000 | 577.000 | 577.000 | 105.00 | 60,585.00 | |||
| 0485 | CULVERT PIPE-60 IN | 00472 | LF | 199.00 | 199.000 | 199.000 | 199.000 | 140.00 | 27,860.00 | |||
| 0490 | STORM SEWER PIPE-18 IN | 00522 | LF | 72.00 | 72.000 | 73.000 | 73.000 | 50.00 | 3,650.00 | |||
| 0495 | PERFORATED PIPE-4 IN | 01000 | LF | 2,843.00 | 2,843.000 | 1,669.000 | 1,669.000 | 6.50 | 10,848.50 | |||
| 0500 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,759.00 | 1,759.000 | 435.000 | 435.000 | 6.50 | 2,827.50 | |||
| 0505 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 625.00 | 625.00 | |||
| 0510 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 650.00 | 3,900.00 | |||
| 0515 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 31.00 | 31.000 | 28.000 | 28.000 | 650.00 | 18,200.00 | |||
| 0520 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0525 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,600.00 | 9,600.00 | |||
| 0530 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,700.00 | 20,400.00 | |||
| 0535 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,850.00 | 14,800.00 | |||
| 0540 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,000.00 | 22,000.00 | |||
| 0545 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,250.00 | 13,500.00 | |||
| 0550 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0555 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,750.00 | 7,500.00 | |||
| 0560 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0565 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,750.00 | 27,500.00 | |||
| 0570 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0575 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0580 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0585 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 0590 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0595 | CONCRETE-CLASS A | 08100 | CUYD | 9.40 | 9.400 | 9.380 | 9.380 | 2,000.00 | 18,760.00 | |||
| 0600 | PRECAST CONCRETE BOX CULVERT (REINFORCED, 8' X 4') | 20092ES611 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 345.00 | 27,600.00 | |||
| 0605 | ENTRANCE PIPE-36 IN | 22581EN | LF | 59.00 | 59.000 | 59.000 | 59.000 | 75.00 | 4,425.00 | |||
| 0610 | ENTRANCE PIPE-42 IN | 24561EN | FT | 124.00 | 124.000 | 124.000 | 124.000 | 88.00 | 10,912.00 | |||
| 0615 | BOX CULVERT HEADWALL (FOR 8' X 4' REINFORCED PRECAST BOX CULV | 24695ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0004 BRIDGE - CULVERT - STA. 669+39 - DWG. 27424 | |||||||
| 0620 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 246.00 | 246.000 | 79.990 | 79.990 | 60.00 | 4,799.40 | |||
| 0625 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 402.40 | 402.400 | 402.400 | 402.400 | 385.00 | 154,924.00 | |||
| 0635 | STEEL REINFORCEMENT | 08150 | LB | 37,191.00 | 37,191.000 | 37,191.000 | 37,191.000 | 1.00 | 37,191.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0005 BRIDGE - BRUSHY CREEK - DWG. 27425 | |||||||
| 0640 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 603.00 | 603.000 | 603.000 | 603.000 | 45.00 | 27,135.00 | |||
| 0645 | MASONRY COATING | 02998 | SQYD | 460.00 | 460.000 | 460.000 | 460.000 | 10.00 | 4,600.00 | |||
| 0650 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 105.90 | 105.900 | 105.900 | 105.900 | 45.00 | 4,765.50 | |||
| 0655 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 136.00 | 136.000 | 136.000 | 136.000 | 30.00 | 4,080.00 | |||
| 0660 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 668.00 | 668.000 | 616.870 | 616.870 | 60.00 | 37,012.20 | |||
| 0665 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 904.00 | 904.000 | 933.050 | 933.050 | 35.00 | 32,656.75 | |||
| 0670 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 88.00 | 88.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0675 | TEST PILES | 08033 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 50.00 | 1,400.00 | |||
| 0680 | PILES-STEEL HP12X53 | 08046 | LF | 346.00 | 346.000 | 345.700 | 345.700 | 50.00 | 17,285.00 | |||
| 0685 | PILE POINTS-12 IN | 08094 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 0690 | CONCRETE-CLASS A | 08100 | CUYD | 188.00 | 188.000 | 188.000 | 188.000 | 525.00 | 98,700.00 | |||
| 0695 | CONCRETE-CLASS AA | 08104 | CUYD | 385.30 | 385.300 | 385.300 | 385.300 | 510.00 | 196,503.00 | |||
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 9,633.00 | 9,633.000 | 9,633.000 | 9,633.000 | 1.00 | 9,633.00 | |||
| 0705 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 77,252.00 | 77,252.000 | 77,252.000 | 77,252.000 | 1.00 | 77,252.00 | |||
| 0710 | RAIL SYSTEM TYPE III | 21532ED | LF | 326.10 | 326.100 | 326.100 | 326.100 | 110.00 | 35,871.00 | |||
| 0715 | DECK DRAIN | 23813EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 925.00 | 9,250.00 | |||
| 0720 | PPC I-BEAM BT 96-49 | 24627ED | LF | 810.00 | 810.000 | 810.000 | 810.000 | 740.00 | 599,400.00 | |||
| 8003 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 50.500 | 50.500 | 50.500 | 252.06 | 12,729.03 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0006 BRIDGE - CULVERT - STA. 873+30 - DWG. 27426 | |||||||
| 0725 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 150.00 | 150.000 | 89.170 | 89.170 | 60.00 | 5,350.20 | |||
| 0730 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0735 | CONCRETE-CLASS A | 08100 | CUYD | 321.40 | 321.400 | 321.400 | 321.400 | 390.00 | 125,346.00 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 43,135.00 | 43,135.000 | 43,135.000 | 43,135.000 | 1.00 | 43,135.00 | |||
| 8007 | MASS CONCRETE Footers for the Culvert at St. 873+30 | 10040ES | CUYD | 0.00 | 65.710 | 65.710 | 65.710 | 298.42 | 19,609.17 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0007 BRIDGE - CULVERT - STA. 687+50 - DWG. 24728 | |||||||
| 0745 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 410.00 | 410.000 | 225.200 | 225.200 | 60.00 | 13,512.00 | |||
| 0750 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0755 | CONCRETE-CLASS A | 08100 | CUYD | 231.50 | 231.500 | 231.500 | 231.500 | 475.00 | 109,962.50 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 24,797.00 | 24,797.000 | 24,797.000 | 24,797.000 | 1.00 | 24,797.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0008 BRIDGE - RETAINING WALL STA. 880+50 - 884+00. DWG. 27429 | |||||||
| 0765 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 906.00 | 906.000 | 906.000 | 906.000 | 50.00 | 45,300.00 | |||
| 0770 | MASONRY COATING | 02998 | SQYD | 483.00 | 483.000 | 483.000 | 483.000 | 10.00 | 4,830.00 | |||
| 0775 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0780 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0785 | RETAINING WALL | 08018 | SQFT | 2,039.00 | 2,039.000 | 2,039.000 | 2,039.000 | 60.00 | 122,340.00 | |||
| 0790 | RAIL SYSTEM TYPE III | 21532ED | LF | 350.00 | 350.000 | 350.000 | 350.000 | 125.00 | 43,750.00 | |||
| 8008 | DOWLING BAR Dowling bars were left out of the design of the footers | 23118NN | EACH | 0.00 | 27.000 | 27.000 | 27.000 | 20.00 | 540.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0009 SIGNING | |||||||
| 0795 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 478.00 | 478.000 | 440.370 | 204.500 | 644.870 | 14.00 | 6,165.18 | 9,028.18 | |
| 0800 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 535.00 | 535.000 | 118.770 | 0.000 | 118.770 | 14.00 | 1,662.78 | 1,662.78 | |
| 0805 | STEEL POST TYPE 1 | 06410 | LF | 1,608.00 | 1,608.000 | 1,341.000 | 322.000 | 1,663.000 | 9.50 | 12,739.50 | 15,798.50 | |
| 0810 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 10.00 | 10.000 | 17.000 | 3.000 | 20.000 | 35.00 | 595.00 | 700.00 | |
| 0815 | BARCODE SIGN INVENTORY | 24631EC | EACH | 128.00 | 128.000 | 33.000 | 33.000 | 8.00 | 264.00 | |||
| Project | DE09100681756 | Fed/State Project Number | NHPP 0681 (033) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0820 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 350,000.00 | 350,000.00 | |||
| 0825 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 216,718.62 | 0.00 | |||
| SUBTOT | $91,049.61 |
$14,801,233.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0720-1-0I |
I BEAM, TYPE 10 | LF |
810.00 | 0007 | $525.071000 | $425,307.51 | ||||||
0695-1-0I |
STAY IN PL FORMS | CY |
385.30 | 0016 | $35.352000 | $12,939.95 | ||||||
0720-1-0A |
I BEAM, TYPE 10 | LF |
769.50 | 0031 | $525.071000 | $-404,042.13 | ||||||
0695-1-0A |
STAY IN PL FORMS | CY |
342.00 | 0037 | $35.352000 | $-11,485.76 | ||||||
0695-1-0A |
STAY IN PL FORMS | CY |
24.03 | 0042 | $35.352000 | $-807.19 | ||||||
| SUBTOT | $21,912.38 |
|||||||||||