|
ContID 251011 EST NO 0001 |
Date:07/16/2025 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 251011 | Estimate Number | 0001 | Estimate Type | DRAFT_PROGRESS | ||
| District Office | LOUISVILLE (05300) Mudd, Kevin C. | ||||||
| Contractor | CLEARY CONSTRUCTION INC | MARS ADDR SN 0 | |||||
| 2006 EDMONTON RD | |||||||
| TOMPKINSVILLE , KY , 42167 | |||||||
| Pay Period | 06/20/2025 TO 07/10/2025 | ||||||
| Date Approved | 07/15/2025 | ||||||
| Primary Proj Number | DE05602642512 | ||||||
| Project No. | NHPM 2641 (090), NH 2641 (176) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-264 | ||||||
| Description | RECONSTRUCT/WIDEN I-264 (WATTERSON EXPRESSWAY) FROM WESTPORT ROAD (KY-1447) TO I-71, INCLUDING THE US-42 INTERCHANGE | ||||||
| Date Let | 05/22/2025 | Formal Acceptance | |||||
| Date Awarded | 06/03/2025 | Date Work Began | 07/07/2025 | ||||
| Date Contract Executed | 06/20/2025 | Open To Traffic | |||||
| Date NTP Issued | 06/20/2025 | Actual Completion Date | |||||
| Current Contract Amount | $129,880,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $129,880,000.00 |
Total Earnings | $3,495,199.83 |
$0.00 |
$3,495,199.83 |
|
| Percent Complete | 2.69 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $126,384,800.17 |
Gross Earnings | $3,495,199.83 |
$0.00 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,495,199.83 |
$0.00 |
3,495,199.83 |
|||
| Contract Id | 251011 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0001 | Project Number | NHPM 2641 (090), NH 2641 (176) | |||||||
| Contractor | CLEARY CONSTRUCTION INC | Period | 06/20/2025 TO 07/10/2025 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
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 | 251011 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05602642512 | ||||||
| Estimate Nbr | 0001 | Period | 06/20/2025 TO 07/10/2025 | |||||||
| Contractor | CLEARY CONSTRUCTION INC | |||||||||
| Project | DE05602642507 | Fed/State Project Number | NHPM 2641 (090) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | ASPHALT SEAL AGGREGATE | 00100 | TON | 45.00 | 45.000 | 0.000 | 0.000 | 122.43 | 0.00 | |||
| 0010 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,821.02 | 0.00 | |||
| 0015 | LEVELING & WEDGING PG76-22 | 00194 | TON | 288.00 | 288.000 | 0.000 | 0.000 | 189.00 | 0.00 | |||
| 0020 | CL4 ASPH BASE 1.50D PG76-22 | 00210 | TON | 7,656.00 | 7,656.000 | 0.000 | 0.000 | 85.05 | 0.00 | |||
| 0025 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 5,772.00 | 5,772.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0030 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 13,428.00 | 13,428.000 | 0.000 | 0.000 | 24.15 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 49.00 | 49.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE05602642507 | Fed/State Project Number | NHPM 2641 (090) | Category | 0002 ROADWAY | |||||||
| 0040 | EDGE KEY | 02585 | LF | 38.00 | 38.000 | 0.000 | 0.000 | 51.45 | 0.00 | |||
| 0045 | MAINTAIN & CONTROL TRAFFIC I-264 | 02650 | LS | 1.00 | 1.000 | 0.025 | 0.000 | 0.025 | 3,850,000.00 | 96,250.00 | 96,250.00 | |
| 0050 | MOBILIZATION FOR MILL & TEXT I-264 | 02676 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,250.00 | 5,250.00 | 5,250.00 | |
| 0055 | STAKING I-264 | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 950,000.00 | 95,000.00 | 95,000.00 | |
| 0060 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 0065 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 4,977.00 | 4,977.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 0070 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 11,034.00 | 11,034.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 0075 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,502.00 | 4,502.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 584.00 | 584.000 | 0.000 | 0.000 | 4.73 | 0.00 | |||
| 0085 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 14.96 | 0.00 | |||
| 0090 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 173.25 | 0.00 | |||
| 0095 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 204.75 | 0.00 | |||
| 0100 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 204.75 | 0.00 | |||
| 0105 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 370.00 | 370.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0110 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 326.00 | 326.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0115 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 44.00 | 44.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0120 | JOINT ADHESIVE | 20071EC | LF | 35,800.00 | 35,800.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0125 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 62.00 | 62.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0130 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 39.90 | 0.00 | |||
| 0135 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 414.75 | 0.00 | |||
| 0140 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 900.00 | 900.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0145 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 603.75 | 0.00 | |||
| 0150 | PAVE MARKING-THERMO ELONG ROUTE SHIELD | 24899EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,937.50 | 0.00 | |||
| 0155 | PAVE MARK TY 1 TAPE LANE REDUCTION ARROW | 26146ES717 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,047.50 | 0.00 | |||
| 0160 | PAVE STRIPE-WET REF CONT TAPE-6 IN W | 26240EC | LF | 1,424.00 | 1,424.000 | 0.000 | 0.000 | 26.25 | 0.00 | |||
| 0165 | PAVE STRIPE-WET REF CONT TAPE-6 IN Y | 26241EC | LF | 712.00 | 712.000 | 0.000 | 0.000 | 26.25 | 0.00 | |||
| Project | DE05602642507 | Fed/State Project Number | NHPM 2641 (090) | Category | 0003 BRIDGE | |||||||
| 0170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0175 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 256.00 | 256.000 | 0.000 | 0.000 | 575.00 | 0.00 | |||
| Project | DE05602642507 | Fed/State Project Number | NHPM 2641 (090) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0180 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 3,000,000.01 | 1,500,000.00 | 1,500,000.00 | |
| SUBTOT | $1,696,500.00 |
$1,696,500.005 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0001 PAVING | |||||||
| 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 | |
| 0185 | CRUSHED STONE BASE | 00003 | TON | 67,098.00 | 67,098.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0190 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 21,166.00 | 21,166.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 0195 | ASPHALT SEAL AGGREGATE | 00100 | TON | 243.00 | 243.000 | 0.000 | 0.000 | 122.43 | 0.00 | |||
| 0200 | ASPHALT SEAL COAT | 00103 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 1,821.02 | 0.00 | |||
| 0205 | LEVELING & WEDGING PG64-22 | 00190 | TON | 16,035.00 | 16,035.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,462.00 | 1,462.000 | 0.000 | 0.000 | 114.45 | 0.00 | |||
| 0215 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 6,563.00 | 6,563.000 | 0.000 | 0.000 | 94.50 | 0.00 | |||
| 0220 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 2,971.00 | 2,971.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0225 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 41,716.00 | 41,716.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 0230 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 15,602.00 | 15,602.000 | 0.000 | 0.000 | 99.75 | 0.00 | |||
| 0235 | ASPHALT PRIME COAT | 00296 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 892.50 | 0.00 | |||
| 0240 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 768.00 | 768.000 | 646.950 | 0.000 | 646.950 | 189.00 | 122,273.55 | 122,273.55 | |
| 0245 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 2,099.00 | 2,099.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0250 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 14,456.00 | 14,456.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0255 | JPC PAVEMENT-8 IN | 02084 | SQYD | 102.00 | 102.000 | 0.000 | 0.000 | 178.67 | 0.00 | |||
| 0260 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 68.00 | 68.000 | 0.000 | 0.000 | 149.59 | 0.00 | |||
| 0265 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,618.00 | 1,618.000 | 495.680 | 0.000 | 495.680 | 24.15 | 11,970.67 | 11,970.67 | |
| 0270 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 896.00 | 896.000 | 0.000 | 0.000 | 120.75 | 0.00 | |||
| 0275 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 101.00 | 101.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0002 ROADWAY | |||||||
| 0280 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,782.00 | 5,782.000 | 0.000 | 0.000 | 38.00 | 0.00 | |||
| 0285 | PLUG PIPE | 01314 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,161.81 | 0.00 | |||
| 0290 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0295 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 0300 | FILL AND CAP INLET | 01717 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0305 | FILL AND CAP MANHOLE | 01786 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0310 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0315 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0320 | STANDARD CURB AND GUTTER | 01810 | LF | 2,365.00 | 2,365.000 | 0.000 | 0.000 | 33.90 | 0.00 | |||
| 0325 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 5,018.00 | 5,018.000 | 0.000 | 0.000 | 31.90 | 0.00 | |||
| 0330 | STANDARD HEADER CURB | 01875 | LF | 703.00 | 703.000 | 0.000 | 0.000 | 49.90 | 0.00 | |||
| 0335 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 984.00 | 984.000 | 0.000 | 0.000 | 118.29 | 0.00 | |||
| 0340 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 126.00 | 126.000 | 0.000 | 0.000 | 140.89 | 0.00 | |||
| 0345 | CONC MEDIAN BARRIER TYPE A TL5 56 IN | 01978 | LF | 5,529.00 | 5,529.000 | 0.000 | 0.000 | 243.15 | 0.00 | |||
| 0350 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 78.00 | 78.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0355 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 129.00 | 129.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 0360 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 19,527.00 | 19,527.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0365 | BARRICADE-TYPE III | 02014 | EACH | 138.00 | 138.000 | 0.000 | 0.000 | 194.78 | 0.00 | |||
| 0370 | PAVED DITCH TYPE 1 MOD | 02155 | SQYD | 424.00 | 424.000 | 0.000 | 0.000 | 134.97 | 0.00 | |||
| 0375 | TEMP DITCH | 02159 | LF | 15,175.00 | 15,175.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0380 | CLEAN TEMP DITCH | 02160 | LF | 7,588.00 | 7,588.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0385 | ROADWAY EXCAVATION | 02200 | CUYD | 183,650.00 | 183,650.000 | 0.000 | 0.000 | 56.25 | 0.00 | |||
| 0390 | WATER | 02242 | MGAL | 3,275.00 | 3,275.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0395 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 4,254.00 | 4,254.000 | 0.000 | 0.000 | 9.45 | 0.00 | |||
| 0400 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,775.00 | 0.00 | |||
| 0405 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,725.00 | 0.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0415 | REMOVE GUARDRAIL | 02381 | LF | 13,956.00 | 13,956.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0420 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,725.00 | 0.00 | |||
| 0425 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0430 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0435 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0440 | CHANNEL LINING CLASS II | 02483 | TON | 6,220.00 | 6,220.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0445 | CHANNEL LINING CLASS III | 02484 | TON | 2,187.00 | 2,187.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0450 | CLEARING AND GRUBBING 57.9 ACRES | 02545 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 950,000.00 | 0.00 | |||
| 0455 | CONCRETE-CLASS B | 02555 | CUYD | 75.25 | 75.250 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 0460 | TEMPORARY SIGNS | 02562 | SQFT | 3,950.00 | 3,950.000 | 0.000 | 0.000 | 6.68 | 0.00 | |||
| 0465 | EDGE KEY | 02585 | LF | 540.00 | 540.000 | 0.000 | 0.000 | 51.45 | 0.00 | |||
| 0470 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 19,174.00 | 19,174.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0475 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 7,500.00 | 7,500.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0480 | MAINTAIN & CONTROL TRAFFIC I-264/US-42 INTERCHANGE | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,000,000.00 | 0.00 | |||
| 0485 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 3.000 | 0.000 | 3.000 | 10,907.40 | 32,722.20 | 32,722.20 | |
| 0490 | MOBILIZATION FOR MILL & TEXT I-264/US-42 INTERCHANGE | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 0495 | SAFELOADING | 02690 | CUYD | 168.00 | 168.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0500 | TEMP SILT FENCE | 02701 | LF | 15,175.00 | 15,175.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0505 | SILT TRAP TYPE A | 02703 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0510 | SILT TRAP TYPE B | 02704 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0515 | SILT TRAP TYPE C | 02705 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0520 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0525 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0530 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 101.00 | 101.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0535 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,860.00 | 1,860.000 | 0.000 | 0.000 | 74.26 | 0.00 | |||
| 0540 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 2,381.00 | 2,381.000 | 0.000 | 0.000 | 78.89 | 0.00 | |||
| 0545 | STAKING I-264/US-42 INTERCHANGE | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 950,000.00 | 95,000.00 | 95,000.00 | |
| 0550 | REMOVE STRUCTURE REMOVAL OF EXISTING I-71 RAMP BRIDGE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 921,180.75 | 0.00 | |||
| 0555 | REMOVE STRUCTURE REMOVAL OF EXISTING US 42 BRIDGE OVER 1 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,301,884.50 | 0.00 | |||
| 0560 | ARROW PANEL | 02775 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 4,062.45 | 0.00 | |||
| 0565 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,874.50 | 0.00 | |||
| 0570 | CONC BARRIER WALL TYPE 9T | 03171 | LF | 24,045.00 | 24,045.000 | 0.000 | 0.000 | 61.81 | 0.00 | |||
| 0575 | EROSION CONTROL BLANKET | 05950 | SQYD | 41,167.00 | 41,167.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| 0580 | TEMP MULCH | 05952 | SQYD | 332,440.00 | 332,440.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0585 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 254,120.00 | 254,120.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0590 | INITIAL FERTILIZER | 05963 | TON | 12.75 | 12.750 | 0.000 | 0.000 | 1,034.25 | 0.00 | |||
| 0595 | MAINTENANCE FERTILIZER | 05964 | TON | 17.25 | 17.250 | 0.000 | 0.000 | 1,034.25 | 0.00 | |||
| 0600 | SEEDING AND PROTECTION | 05985 | SQYD | 201,932.00 | 201,932.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0605 | SODDING | 05990 | SQYD | 2,370.00 | 2,370.000 | 0.000 | 0.000 | 6.27 | 0.00 | |||
| 0610 | AGRICULTURAL LIMESTONE | 05992 | TON | 258.00 | 258.000 | 0.000 | 0.000 | 101.85 | 0.00 | |||
| 0615 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0620 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 99.00 | 99.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0625 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 179,051.00 | 179,051.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 0630 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 133,056.00 | 133,056.000 | 43,647.000 | 0.000 | 43,647.000 | 0.32 | 13,967.04 | 13,967.04 | |
| 0635 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 12,000.00 | 12,000.000 | 4,241.000 | 0.000 | 4,241.000 | 0.48 | 2,035.68 | 2,035.68 | |
| 0640 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 3,675.00 | 3,675.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 0645 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 54,707.00 | 54,707.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 0650 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 34,717.00 | 34,717.000 | 0.000 | 0.000 | 1.47 | 0.00 | |||
| 0655 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 12,676.00 | 12,676.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 0660 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 231.00 | 231.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 0665 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 900.00 | 900.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 0670 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 900.00 | 900.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 0675 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 462.00 | 462.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0680 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0685 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 2,067.00 | 2,067.000 | 0.000 | 0.000 | 4.73 | 0.00 | |||
| 0690 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 689.00 | 689.000 | 0.000 | 0.000 | 14.96 | 0.00 | |||
| 0695 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 455.00 | 455.000 | 0.000 | 0.000 | 7.30 | 0.00 | |||
| 0700 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 115.00 | 115.000 | 0.000 | 0.000 | 3.10 | 0.00 | |||
| 0705 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 162.75 | 0.00 | |||
| 0710 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 138.00 | 138.000 | 0.000 | 0.000 | 173.25 | 0.00 | |||
| 0715 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 204.75 | 0.00 | |||
| 0720 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 372.75 | 0.00 | |||
| 0725 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 790.00 | 790.000 | 516.000 | 0.000 | 516.000 | 10.50 | 5,418.00 | 5,418.00 | |
| 0730 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,259.00 | 1,259.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0735 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 150.00 | 150.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0740 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 131.00 | 131.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0745 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 1,355.00 | 1,355.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0750 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 118.00 | 118.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0755 | CRASH CUSHION TY VI CLASS BT TL3 | 08903 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 5,255.25 | 0.00 | |||
| 0760 | FUEL ADJUSTMENT | 10020NS | DOLL | 249,183.00 | 249,183.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0765 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 402,720.00 | 402,720.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0770 | S MANHOLE ADJUST TO GRADE | 15094 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,069.01 | 0.00 | |||
| 0775 | JOINT ADHESIVE | 20071EC | LF | 77,428.00 | 77,428.000 | 0.000 | 0.000 | 0.68 | 0.00 | |||
| 0780 | TEMPORARY PIPE | 20166ES810 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0785 | OBJECT MARKER TY 3 | 20191ED | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 0790 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 2,800.00 | 2,800.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0795 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0800 | SAWCUT PAVEMENT | 20550ND | LF | 52,499.00 | 52,499.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0805 | LONGITUDINAL EDGE KEY | 21289ED | LF | 46,706.00 | 46,706.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0810 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 22.00 | 22.000 | 0.000 | 0.000 | 8.35 | 0.00 | |||
| 0815 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 11,378.50 | 11,378.500 | 0.000 | 0.000 | 31.50 | 0.00 | |||
| 0820 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 60.00 | 60.000 | 0.000 | 0.000 | 35.70 | 0.00 | |||
| 0825 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 316,200.00 | 316,200.000 | 18,674.000 | 0.000 | 18,674.000 | 0.82 | 15,312.68 | 15,312.68 | |
| 0830 | PAVEMENT MARKING-THERMO LETTERS | 22692NS714 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 309.75 | 0.00 | |||
| 0835 | BARRIER WALL TRANSITION | 22880ED | LF | 75.00 | 75.000 | 0.000 | 0.000 | 624.55 | 0.00 | |||
| 0840 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 795.00 | 795.000 | 0.000 | 0.000 | 49.01 | 0.00 | |||
| 0845 | PAVE MARK TY 1 TAPE X-WALK-6 IN | 23251ES717 | LF | 263.00 | 263.000 | 0.000 | 0.000 | 29.40 | 0.00 | |||
| 0850 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 250.00 | 250.000 | 0.000 | 0.000 | 39.90 | 0.00 | |||
| 0855 | PAVE MARK TY 1 TAPE STOP BAR-24 IN | 23265ES717 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 46.20 | 0.00 | |||
| 0860 | PAVE MARK TY 1 TAPE-CURV ARROW | 23270ES717 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 729.75 | 0.00 | |||
| 0865 | CONCRETE TRENCH | 23314EC | LF | 1,612.00 | 1,612.000 | 0.000 | 0.000 | 24.34 | 0.00 | |||
| 0870 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 414.75 | 0.00 | |||
| 0875 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 161.00 | 161.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0880 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 399.00 | 399.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0885 | PAVE MARK THERMO CHEVRON-48 IN | 24280EC | LF | 3,492.00 | 3,492.000 | 0.000 | 0.000 | 29.40 | 0.00 | |||
| 0890 | REMOVE REMOVE BARRIER WALL AND RAILING SYSTEM A | 24544EC | LF | 4,049.00 | 4,049.000 | 0.000 | 0.000 | 117.76 | 0.00 | |||
| 0895 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 0900 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 379.00 | 379.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0905 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 294.00 | 294.000 | 0.000 | 0.000 | 4.25 | 0.00 | |||
| 0910 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 603.75 | 0.00 | |||
| 0915 | PAVE MARKING-THERMO ELONG ROUTE SHIELD | 24899EC | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,937.50 | 0.00 | |||
| 0920 | RAIL SYSTEM SINGLE SLOPE - 40 IN PRICE INCLUDES MOMENT SLAB FOR BARRIER | 25028ED | LF | 8,545.00 | 8,545.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 0925 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 1,920.00 | 1,920.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0930 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0935 | THRIE BEAM GUARDRAIL TRANSITION TL-2 | 25079ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,675.00 | 0.00 | |||
| 0940 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 12.00 | 12.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0945 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 12.00 | 12.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0950 | QUEUE WARNING PCMS | 26137EC | MONT | 72.00 | 72.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0955 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 72.00 | 72.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0960 | PAVE MARK-THERMO POLY MOD LANE USE ARROW | 26155EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 656.25 | 0.00 | |||
| 0965 | PAVE MARK-THERMO POLY MOD LANE COMBO ARR | 26156EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 761.25 | 0.00 | |||
| 0970 | PAVE MARK TY 1 TAPE X-WALK-24 IN | 26164ES717 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 39.90 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0003 DRAINAGE | |||||||
| 0975 | CULVERT PIPE-18 IN | 00462 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 281.27 | 0.00 | |||
| 0980 | CULVERT PIPE-24 IN | 00464 | LF | 93.00 | 93.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0985 | CULVERT PIPE-30 IN | 00466 | LF | 79.00 | 79.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 0990 | CULVERT PIPE-36 IN | 00468 | LF | 14.00 | 14.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0995 | CULVERT PIPE-48 IN | 00470 | LF | 19.00 | 19.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 1000 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,575.00 | 3,575.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1005 | STORM SEWER PIPE-18 IN | 00522 | LF | 5,490.00 | 5,490.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1010 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,083.00 | 1,083.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1015 | STORM SEWER PIPE-30 IN | 00526 | LF | 199.00 | 199.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1020 | STORM SEWER PIPE-36 IN | 00528 | LF | 1,072.00 | 1,072.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 1025 | STORM SEWER PIPE-42 IN | 00529 | LF | 1,390.00 | 1,390.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1030 | STORM SEWER PIPE-48 IN | 00530 | LF | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 1035 | STORM SEWER PIPE-15 IN EQUIV | 00551 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1040 | PERFORATED PIPE-6 IN | 01001 | LF | 20,363.00 | 20,363.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1045 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 8,122.00 | 8,122.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 1050 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,450.00 | 0.00 | |||
| 1055 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1060 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1065 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1070 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1075 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 1080 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 1085 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,750.00 | 0.00 | |||
| 1090 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1095 | SLOPED BOX INLET-OUTLET TYPE 2 | 01441 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1100 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1105 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 1110 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1115 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1120 | CURB BOX INLET TYPE B-T | 01484 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1125 | DROP BOX INLET TYPE 1 | 01490 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1130 | DROP BOX INLET TYPE 1 MOD | 01491 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1135 | DROP BOX INLET TYPE 2 MOD | 01494 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1140 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 1145 | DROP BOX INLET TYPE 5A | 01502 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1150 | DROP BOX INLET TYPE 10 MOD | 01542 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1155 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1160 | DROP BOX INLET TYPE 13G | 01559 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 1165 | DROP BOX INLET TYPE 13S | 01568 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1170 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 1175 | DROP BOX INLET TYPE 15 | 01580 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 1180 | DROP BOX INLET TYPE 16S | 01587 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1185 | CONC MED BARR BOX INLET TY A1 MOD | 01597 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1190 | CONC MED BARR BOX INLET TY B1 MOD | 01598 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1195 | CONC MED BARR BOX INLET TY B1 TL5 56 | 01623 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1200 | CONC MED BARR BOX INLET TY B2 TL5 56 | 01624 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 1205 | CONC MED BARR BOX INLET TY A2 TL5 56 | 01626 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 17,500.00 | 0.00 | |||
| 1210 | JUNCTION BOX | 01650 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1215 | RECONSTRUCT INLET | 01720 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1220 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 104.00 | 104.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1225 | MANHOLE TYPE A | 01756 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1230 | MANHOLE TYPE C MOD | 01768 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 1235 | CAP INLET | 02478 | SQYD | 8.00 | 8.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1240 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 19,992.00 | 19,992.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1245 | CONCRETE-CLASS A | 08100 | CUYD | 31.00 | 31.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1250 | DROP BOX INLET TY 16G(MOD) | 20571ES710 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1255 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 1260 | ADJUST DRAINAGE STRUCTURE | 23074NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1265 | CORED HOLE DRAINAGE BOX CON | 23610NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1270 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 10,788.35 | 0.00 | |||
| 1275 | BORE AND JACK PIPE-36 IN | 24186EC | LF | 155.00 | 155.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 1280 | PIPELINE INSPECTION | 24814EC | LF | 14,148.00 | 14,148.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0004 BRIDGE- CULVERT - WESTPORT ROAD RAMP - DWG. 28945 | |||||||
| 1285 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1290 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 1295 | CONCRETE-CLASS A | 08100 | CUYD | 25.30 | 25.300 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1300 | STEEL REINFORCEMENT | 08150 | LB | 2,523.00 | 2,523.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0005 BRIDGE- CULVERT - I-71 NB RAMP - DWG. 28946 | |||||||
| 1305 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 12.00 | 12.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1310 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,000.00 | 0.00 | |||
| 1315 | CONCRETE-CLASS A | 08100 | CUYD | 26.40 | 26.400 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1320 | STEEL REINFORCEMENT | 08150 | LB | 2,095.00 | 2,095.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1330 | EPS FOAM BLOCK | 23931EC | CUFT | 2,524.00 | 2,524.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1335 | 4 IN CONCRETE LOAD DISTRIBUTOR | 26145EC | SQYD | 94.00 | 94.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0006 BRIDGE-CULVERT - I-264 - DWG. 28947 | |||||||
| 1340 | GRANULAR EMBANKMENT | 02223 | CUYD | 70.00 | 70.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1345 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 1350 | CONCRETE-CLASS A | 08100 | CUYD | 50.10 | 50.100 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1355 | STEEL REINFORCEMENT | 08150 | LB | 4,590.00 | 4,590.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0007 BRIDGE-CULVERT - I-71 SB - DWG. 28948 | |||||||
| 1360 | GRANULAR EMBANKMENT | 02223 | CUYD | 146.00 | 146.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 1365 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 70,000.00 | 0.00 | |||
| 1370 | CONCRETE-CLASS A | 08100 | CUYD | 38.10 | 38.100 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 1375 | STEEL REINFORCEMENT | 08150 | LB | 4,340.00 | 4,340.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1380 | EPS FOAM BLOCK | 23931EC | CUFT | 36,830.00 | 36,830.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0008 BRIDGE - I-71 SB - DWG. 28949 | |||||||
| 1385 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 129.15 | 0.00 | |||
| 1390 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 137.40 | 137.400 | 0.000 | 0.000 | 129.15 | 0.00 | |||
| 1395 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 395.00 | 395.000 | 0.000 | 0.000 | 168.00 | 0.00 | |||
| 1400 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 532,822.50 | 0.00 | |||
| 1405 | CONCRETE-CLASS A | 08100 | CUYD | 201.00 | 201.000 | 0.000 | 0.000 | 1,433.25 | 0.00 | |||
| 1410 | CONCRETE-CLASS AA | 08104 | CUYD | 589.90 | 589.900 | 0.000 | 0.000 | 1,858.50 | 0.00 | |||
| 1415 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 46.20 | 0.00 | |||
| 1420 | MECHANICAL REINF COUPLER #9 | 08134 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 149.10 | 0.00 | |||
| 1425 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 588.00 | 588.000 | 0.000 | 0.000 | 49.35 | 0.00 | |||
| 1430 | STEEL REINFORCEMENT | 08150 | LB | 39,830.00 | 39,830.000 | 0.000 | 0.000 | 1.42 | 0.00 | |||
| 1435 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 87,460.00 | 87,460.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 1440 | STRUCTURAL STEEL 782,400 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,277,167.50 | 0.00 | |||
| 1445 | SHEAR CONNECTORS 3720 EACH | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,510.00 | 0.00 | |||
| 1450 | ROCK SOUNDINGS | 20745ED | LF | 128.00 | 128.000 | 0.000 | 0.000 | 27.30 | 0.00 | |||
| 1455 | ROCK CORINGS | 20746ED | LF | 302.00 | 302.000 | 0.000 | 0.000 | 136.50 | 0.00 | |||
| 1460 | CONCRETE SEALING | 23378EC | SQFT | 23,320.00 | 23,320.000 | 0.000 | 0.000 | 3.57 | 0.00 | |||
| 1465 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 394.80 | 394.800 | 0.000 | 0.000 | 199.50 | 0.00 | |||
| 1470 | DRILLED SHAFT-36 IN SOLID ROCK | 26172EC | LF | 112.00 | 112.000 | 0.000 | 0.000 | 1,008.00 | 0.00 | |||
| 1475 | DRILLED SHAFT-42 IN COMMON | 26173EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0009 BRIDGE - US 42 - DWG. 28950 | |||||||
| 1480 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 11,000.00 | 11,000.000 | 0.000 | 0.000 | 134.40 | 0.00 | |||
| 1485 | MASONRY COATING | 02998 | SQYD | 2,808.00 | 2,808.000 | 0.000 | 0.000 | 28.35 | 0.00 | |||
| 1490 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 2,120.00 | 2,120.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1495 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 127.00 | 127.000 | 0.000 | 0.000 | 278.25 | 0.00 | |||
| 1500 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 904,680.00 | 0.00 | |||
| 1505 | CONCRETE-CLASS A | 08100 | CUYD | 1,709.70 | 1,709.700 | 0.000 | 0.000 | 1,470.00 | 0.00 | |||
| 1510 | CONCRETE-CLASS AA | 08104 | CUYD | 1,064.30 | 1,064.300 | 0.000 | 0.000 | 1,680.00 | 0.00 | |||
| 1515 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 50.40 | 0.00 | |||
| 1520 | MECHANICAL REINF COUPLER #6 EPOXY COATED | 08141 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 61.95 | 0.00 | |||
| 1525 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 790,862.00 | 790,862.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 1530 | STRUCTURAL STEEL 29,904 LBS | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 263,308.50 | 0.00 | |||
| 1535 | SHEAR CONNECTORS 804 EACH | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 11,445.00 | 0.00 | |||
| 1540 | APPROACH SLAB | 08500 | SQYD | 1,392.00 | 1,392.000 | 0.000 | 0.000 | 698.25 | 0.00 | |||
| 1545 | PRECAST PC BOX BEAM SB42 | 08672 | LF | 2,192.00 | 2,192.000 | 0.000 | 0.000 | 672.00 | 0.00 | |||
| 1550 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 216.00 | 216.000 | 0.000 | 0.000 | 246.75 | 0.00 | |||
| 1555 | ROCK SOUNDINGS | 20745ED | LF | 174.00 | 174.000 | 0.000 | 0.000 | 27.30 | 0.00 | |||
| 1560 | ROCK CORINGS | 20746ED | LF | 1,705.00 | 1,705.000 | 0.000 | 0.000 | 136.50 | 0.00 | |||
| 1565 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 682.00 | 682.000 | 0.000 | 0.000 | 1,638.00 | 0.00 | |||
| 1570 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 204.00 | 204.000 | 0.000 | 0.000 | 78.75 | 0.00 | |||
| 1575 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 70.00 | 70.000 | 0.000 | 0.000 | 3,990.00 | 0.00 | |||
| 1580 | CONCRETE SEALING | 23378EC | SQFT | 26,613.00 | 26,613.000 | 0.000 | 0.000 | 3.68 | 0.00 | |||
| 1585 | MECHANICAL REINF COUPLER #8-EPOXY COATED | 24405EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 129.15 | 0.00 | |||
| 1590 | RAIL SYSTEM SINGLE SLOPE - 36 IN | 25027ED | LF | 356.00 | 356.000 | 0.000 | 0.000 | 204.75 | 0.00 | |||
| 1595 | STEEL HANDRAIL | 25029ED | LF | 356.00 | 356.000 | 0.000 | 0.000 | 115.50 | 0.00 | |||
| 1600 | MECHANICAL REINF COUPLER #10-EPOXY COAT | 25121EC | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 234.15 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0010 BRIDGE-SOUND BARRIER WALLS - DWG. 28951 | |||||||
| 1605 | SOUND BARRIER WALL | 21590EN | SQFT | 258,478.00 | 258,478.000 | 0.000 | 0.000 | 65.10 | 0.00 | |||
| 1610 | DRILLED SHAFT-48 IN-COMMON | 23583EC | LF | 10.00 | 10.000 | 0.000 | 0.000 | 840.00 | 0.00 | |||
| 1615 | DRILLED SHAFT-42 IN-ROCK | 23584EC | LF | 6.00 | 6.000 | 0.000 | 0.000 | 1,365.00 | 0.00 | |||
| 1620 | DRILLED SHAFT-36 IN SOLID ROCK | 26172EC | LF | 2,268.00 | 2,268.000 | 0.000 | 0.000 | 682.50 | 0.00 | |||
| 1625 | DRILLED SHAFT-42 IN COMMON | 26173EC | LF | 3,401.00 | 3,401.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 2340 | FOUNDATION PREPARATION (ADDED 5-15-75) | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,812,912.20 | 0.00 | |||
| 2345 | SITE PREPARATION (ADDED 5-15-25) | 20257NC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 525,000.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0011 SIGNING | |||||||
| 1630 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1635 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 11,360.00 | 11,360.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 1640 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 143.00 | 143.000 | 0.000 | 0.000 | 28.35 | 0.00 | |||
| 1645 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 1,958.00 | 1,958.000 | 0.000 | 0.000 | 30.45 | 0.00 | |||
| 1650 | STEEL POST TYPE 1 | 06410 | LF | 2,570.00 | 2,570.000 | 0.000 | 0.000 | 26.25 | 0.00 | |||
| 1655 | STEEL POST MILE MARKERS | 06412 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 199.50 | 0.00 | |||
| 1660 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 13,650.00 | 0.00 | |||
| 1665 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 7,875.00 | 0.00 | |||
| 1670 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 7,875.00 | 0.00 | |||
| 1675 | OSS GALV STEEL 75 FT TRUSS | 06478 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 210,000.00 | 0.00 | |||
| 1680 | OSS GALV STEEL 85 FT TRUSS | 06480 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 220,500.00 | 0.00 | |||
| 1685 | OSS GALV STEEL 90 FT TRUSS | 06481 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 231,000.00 | 0.00 | |||
| 1690 | OSS GALV STEEL 95 FT TRUSS | 06482 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 241,500.00 | 0.00 | |||
| 1695 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 779.00 | 779.000 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 1700 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 90,911.00 | 90,911.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 1705 | OSS GALV STEEL 125 FT TRUSS | 06495 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 283,500.00 | 0.00 | |||
| 1710 | OSS GALV STEEL 140 FT TRUSS | 06498 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 299,250.00 | 0.00 | |||
| 1715 | OSS GALV STEEL 165 FT TRUSS | 06500 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 315,000.00 | 0.00 | |||
| 1720 | ROADWAY CROSS SECTION | 20419ND | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 1725 | BARRIER WALL POST | 20912ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 1730 | REMOVE SIGN | 21373ND | EACH | 69.00 | 69.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 1735 | GMSS TYPE D | 21596ND | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1740 | REM SIGN BRIDGE MOUNT ATTACHMENT | 23639ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 1745 | BARCODE SIGN INVENTORY | 24631EC | EACH | 221.00 | 221.000 | 0.000 | 0.000 | 26.25 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0012 SIGNALIZATION | |||||||
| 1750 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 8.93 | 0.00 | |||
| 1755 | CONDUIT-2 IN | 04795 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 1760 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 997.50 | 0.00 | |||
| 1765 | TRENCHING AND BACKFILLING | 04820 | LF | 596.00 | 596.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 1770 | TRENCHING AND BACKFILLING | 04820 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 1775 | PIEZOELECTRIC SENSOR | 04829 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 1780 | LOOP WIRE | 04830 | LF | 8,392.00 | 8,392.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 1785 | CABLE-NO. 14/7C | 04845 | LF | 11,743.00 | 11,743.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 1790 | MESSENGER-15400 LB | 04886 | LF | 3,882.00 | 3,882.000 | 0.000 | 0.000 | 11.55 | 0.00 | |||
| 1795 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,626.00 | 2,626.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 1800 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 3,675.00 | 0.00 | |||
| 1805 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 341.25 | 0.00 | |||
| 1810 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 206.50 | 0.00 | |||
| 1815 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 77.00 | 77.000 | 0.000 | 0.000 | 28.35 | 0.00 | |||
| 1820 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 262.50 | 0.00 | |||
| 1825 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 341.25 | 0.00 | |||
| 1830 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 37.00 | 37.000 | 0.000 | 0.000 | 341.25 | 0.00 | |||
| 1835 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 341.25 | 0.00 | |||
| 1840 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 341.25 | 0.00 | |||
| 1845 | GALVANIZED STEEL CABINET | 20359NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1850 | WOOD POST | 20360ES818 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 367.50 | 0.00 | |||
| 1855 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,575.00 | 0.00 | |||
| 1860 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,837.50 | 0.00 | |||
| 1865 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 89.25 | 0.00 | |||
| 1870 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 71.00 | 71.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1875 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 997.50 | 0.00 | |||
| 1880 | INSTALL PEDESTAL POST | 23235EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 787.50 | 0.00 | |||
| 1885 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 276.00 | 276.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 1890 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 635.00 | 635.000 | 0.000 | 0.000 | 3.78 | 0.00 | |||
| 1895 | INSTALL SIGNAL CONTROLLER-TY ATC | 24908EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 19,162.50 | 0.00 | |||
| 1900 | REMOVE SIGNAL EQUIPMENT | 24955ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 18,637.50 | 0.00 | |||
| 1905 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| 1910 | INSTALL RADAR ADVANCE DETECTOR TYPE B | 26120EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,260.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0013 LIGHTING | |||||||
| 1915 | POLE 30 FT MTG HT | 04700 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,310.00 | 0.00 | |||
| 1920 | POLE 40 FT MTG HT | 04701 | EACH | 64.00 | 64.000 | 0.000 | 0.000 | 3,097.50 | 0.00 | |||
| 1925 | BRACKET 6 FT | 04721 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 1930 | BRACKET 8 FT | 04722 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 1935 | BRACKET 10 FT | 04723 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 1940 | BRACKET 12 FT | 04724 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 971.25 | 0.00 | |||
| 1945 | BRACKET 15 FT | 04725 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 1950 | POLE BASE | 04740 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 1,575.00 | 0.00 | |||
| 1955 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 1,312.50 | 0.00 | |||
| 1960 | TRANSFORMER BASE | 04750 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 997.50 | 0.00 | |||
| 1965 | FUSED CONNECTOR KIT | 04780 | EACH | 168.00 | 168.000 | 0.000 | 0.000 | 131.25 | 0.00 | |||
| 1970 | CONDUIT-2 IN | 04795 | LF | 1,800.00 | 1,800.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 1975 | TRENCHING AND BACKFILLING | 04820 | LF | 7,800.00 | 7,800.000 | 0.000 | 0.000 | 6.30 | 0.00 | |||
| 1980 | WIRE-NO. 12 | 04832 | LF | 10,500.00 | 10,500.000 | 0.000 | 0.000 | 1.31 | 0.00 | |||
| 1985 | WIRE-NO. 8 | 04833 | LF | 26,700.00 | 26,700.000 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 1990 | WIRE-NO. 6 | 04834 | LF | 26,200.00 | 26,200.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 1995 | WIRE-NO. 4 | 04835 | LF | 4,600.00 | 4,600.000 | 0.000 | 0.000 | 3.94 | 0.00 | |||
| 2000 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,875.00 | 0.00 | |||
| 2005 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 1,837.50 | 0.00 | |||
| 2010 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,675.00 | 0.00 | |||
| 2015 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 204,750.00 | 0.00 | |||
| 2020 | BORE AND JACK CONDUIT | 21543EN | LF | 1,300.00 | 1,300.000 | 0.000 | 0.000 | 28.88 | 0.00 | |||
| 2025 | LED LUMINAIRE | 24589ED | EACH | 107.00 | 107.000 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 2030 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 7,000.00 | 7,000.000 | 0.000 | 0.000 | 3.15 | 0.00 | |||
| 2035 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 3.78 | 0.00 | |||
| 2040 | PVC CONDUIT-3 IN-SCHEDULE 80 | 24902EC | LF | 100.00 | 100.000 | 0.000 | 0.000 | 6.20 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0014 WATERLINE | |||||||
| 2045 | CRUSHED STONE BASE | 00003 | TON | 102.00 | 102.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| 2050 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.09 | 0.090 | 0.000 | 0.000 | 10,500.00 | 0.00 | |||
| 2055 | ASPHALT SEAL COAT | 00103 | TON | 0.02 | 0.020 | 0.000 | 0.000 | 333.90 | 0.00 | |||
| 2060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 59.00 | 59.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
| 2065 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 2070 | REMOVE PAVEMENT | 02091 | SQYD | 309.00 | 309.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 2075 | GRANULAR EMBANKMENT | 02223 | CUYD | 510.00 | 510.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 2080 | EDGE KEY | 02585 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 51.45 | 0.00 | |||
| 2085 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 625.00 | 625.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 2090 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 2095 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 2100 | SAFELOADING | 02690 | CUYD | 5.00 | 5.000 | 0.000 | 0.000 | 1,680.00 | 0.00 | |||
| 2105 | TEMP SILT FENCE | 02701 | LF | 2,700.00 | 2,700.000 | 0.000 | 0.000 | 1.71 | 0.00 | |||
| 2110 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 2115 | SILT TRAP TYPE C | 02705 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 2120 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 2125 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 2130 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 206.50 | 0.00 | |||
| 2135 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 10.00 | 10.000 | 0.000 | 0.000 | 206.50 | 0.00 | |||
| 2140 | TEMP MULCH | 05952 | SQYD | 2,750.00 | 2,750.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 2145 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,750.00 | 2,750.000 | 0.000 | 0.000 | 0.29 | 0.00 | |||
| 2150 | SEEDING AND PROTECTION | 05985 | SQYD | 6,350.00 | 6,350.000 | 0.000 | 0.000 | 0.61 | 0.00 | |||
| 2155 | SODDING | 05990 | SQYD | 2,158.00 | 2,158.000 | 0.000 | 0.000 | 6.25 | 0.00 | |||
| 2160 | CONCRETE-CLASS A | 08100 | CUYD | 2.50 | 2.500 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2165 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 2170 | W ENCASEMENT STEEL BORED RANGE 5 | 14010 | LF | 320.00 | 320.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 2175 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 170.00 | 170.000 | 0.000 | 0.000 | 840.00 | 0.00 | |||
| 2180 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 2185 | W METER 1 INCH | 14025 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 2190 | W METER 1-1/2 INCH | 14026 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,500.00 | 0.00 | |||
| 2195 | W METER 2 INCH | 14027 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 2200 | W METER 3/4 INCH | 14028 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 2205 | W PIPE DUCTILE IRON 04 INCH | 14035 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 326.00 | 0.00 | |||
| 2210 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 321.00 | 0.00 | |||
| 2215 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 321.00 | 0.00 | |||
| 2220 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 3,905.00 | 3,905.000 | 0.000 | 0.000 | 318.00 | 0.00 | |||
| 2225 | W PIPE DCTL IRON RSTRND JOINT 08 IN | 14048 | LF | 260.00 | 260.000 | 0.000 | 0.000 | 322.00 | 0.00 | |||
| 2230 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 1,830.00 | 1,830.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 2235 | W PLUG EXISTING MAIN | 14074 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 2240 | W SERV PE/PLST LONG SIDE 1 IN | 14077 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 2245 | W SERV PE/PLST LONG SIDE 1-1/2 IN | 14078 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 2250 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 2255 | W SERV PE/PLST SHORT SIDE 1 IN | 14082 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 2260 | W SERV PE/PLST SHORT SIDE 1-1/2 IN | 14083 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 2265 | W SERV PE/PLST SHORT SIDE 2 IN | 14084 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 2270 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 2275 | W SERVICE SPECIAL | 14086 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 2280 | W TIE-IN 06 INCH | 14094 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 2285 | W TIE-IN 08 INCH | 14095 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 2290 | W TIE-IN 12 INCH | 14097 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 9,000.00 | 0.00 | |||
| 2295 | W VALVE 04 INCH | 14104 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 2300 | W VALVE 06 INCH | 14105 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 2305 | W VALVE 08 INCH | 14106 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 2310 | W VALVE 12 INCH | 14108 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 2315 | W METER 5/8 INCH | 14182 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 2320 | SAWCUT PAVEMENT | 20550ND | LF | 139.00 | 139.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 2325 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.18 | 0.180 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05602642512 | Fed/State Project Number | NH 2641 (176) | Category | 0015 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 2330 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 2,999,999.99 | 1,499,999.99 | 1,499,999.99 | |
| 2335 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,871,885.83 | 0.00 | |||
| SUBTOT | $1,798,699.81 |
$1,798,699.817 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | 0.00 |
$0.000 |
||||||||||