|
Report_Id: 241301 Est NO 0002 |
Date:06/24/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 241301 | Estimate Number | 0002 | Estimate Type | PROGRESS | ||
| District Office | PADUCAH (01300) Friedlander, Paul J | ||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | ADDR SN 0 VC Code KY0025189 | |||||
| AND AFFILIATE | |||||||
| 1108 DOVER RD | |||||||
| GRAND RIVERS , KY , 42045 | |||||||
| Pay Period | 05/18/2024 TO 05/31/2024 | ||||||
| Date Approved | 06/09/2024 | ||||||
| Primary Proj Number | DE00400602444 | ||||||
| Project No. | NH 0601 (211), NH 0601 (211), NH 0601 (212) | ||||||
| Primary County | BALLARD | ||||||
| Name of Road | PADUCAH-WICKLIFFE ROAD (US 60) | ||||||
| Description | IMPROVE US 60 FROM STAFFORD ROAD TO BETHELL CHURCH ROAD | ||||||
| Date Let | 03/21/2024 | Formal Acceptance | |||||
| Date Awarded | 04/02/2024 | Date Work Began | 05/13/2024 | ||||
| Date Contract Executed | 04/26/2024 | Open To Traffic | |||||
| Date NTP Issued | 04/26/2024 | Actual Completion Date | |||||
| Current Contract Amount | $22,707,117.21 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,707,117.21 |
Total Earnings | $516,623.21 |
$366,623.21 |
$150,000.00 |
|
| Percent Complete | 2.28 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $22,190,494.00 |
Gross Earnings | $516,623.21 |
$366,623.21 |
$150,000.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $516,623.21 |
$366,623.21 |
$150,000.00 |
|||
| Contract Id | 241301 | Change Order Summary |
County | BALLARD | ||||||
| Estimate Nbr | 0002 | Project Number | NH 0601 (211), NH 0601 (211), NH 0601 (212) | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | Period | 05/18/2024 TO 05/31/2024 | |||||||
| 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 | 241301 | COMMONWEALTH OF KENTUCKY |
County | BALLARD | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00400602444 | ||||||
| Estimate Nbr | 0002 | Period | 05/18/2024 TO 05/31/2024 | |||||||
| Contractor | JIM SMITH CONTRACTING COMPANY LLC | |||||||||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | 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 | CRUSHED STONE BASE | 00003 | TON | 51,906.00 | 51,906.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 85,496.00 | 85,496.000 | 0.000 | 0.000 | 3.09 | 0.00 | |||
| 0015 | TRAFFIC BOUND BASE | 00020 | TON | 285.00 | 285.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 279.00 | 279.000 | 0.000 | 0.000 | 85.14 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 47.00 | 47.000 | 0.000 | 0.000 | 1,070.68 | 0.00 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,098.00 | 4,098.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,118.00 | 20,118.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,851.00 | 1,851.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0045 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 5,164.00 | 5,164.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0050 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 53.00 | 53.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0055 | ASPHALT CURING SEAL | 00358 | TON | 85.00 | 85.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0060 | JPC PAVEMENT-8 IN | 02084 | SQYD | 164.00 | 164.000 | 0.000 | 0.000 | 128.10 | 0.00 | |||
| 0065 | CEMENT | 02542 | TON | 1,662.00 | 1,662.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0070 | SAND FOR BLOTTER | 02702 | TON | 214.00 | 214.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0075 | JOINT ADHESIVE | 20071EC | LF | 73,125.00 | 73,125.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0002 ROADWAY | |||||||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,884.00 | 3,884.000 | 0.000 | 0.000 | 33.83 | 0.00 | |||
| 0085 | PERFORATED PIPE-4 IN | 01000 | LF | 2,709.00 | 2,709.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,124.00 | 1,124.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0095 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0105 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0110 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 775.00 | 775.000 | 0.000 | 0.000 | 91.84 | 0.00 | |||
| 0115 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 10.50 | 10.500 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 1,627.00 | 1,627.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0130 | TEMP DITCH | 02159 | LF | 9,557.00 | 9,557.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 0135 | CLEAN TEMP DITCH | 02160 | LF | 4,756.00 | 4,756.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0140 | ROADWAY EXCAVATION | 02200 | CUYD | 226,077.00 | 226,077.000 | 0.000 | 0.000 | 5.92 | 0.00 | |||
| 0145 | GRANULAR EMBANKMENT | 02223 | CUYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 58.99 | 0.00 | |||
| 0150 | WATER | 02242 | MGAL | 720.00 | 720.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 0155 | FENCE-WOVEN WIRE | 02261 | LF | 23,048.00 | 23,048.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 32.84 | 0.00 | |||
| 0165 | REMOVE GUARDRAIL | 02381 | LF | 978.00 | 978.000 | 0.000 | 0.000 | 3.35 | 0.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,705.76 | 0.00 | |||
| 0175 | SEPTIC TANK TREATMENT | 02404 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,478.39 | 0.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 98.00 | 98.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0190 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,311.05 | 0.00 | |||
| 0195 | CHANNEL LINING CLASS II | 02483 | TON | 3,869.00 | 3,869.000 | 0.000 | 0.000 | 39.36 | 0.00 | |||
| 0200 | CHANNEL LINING CLASS III | 02484 | TON | 3,514.00 | 3,514.000 | 0.000 | 0.000 | 39.36 | 0.00 | |||
| 0205 | CLEARING AND GRUBBING (57 ACRES-BALLARD 1-115.00) | 02545 | LS | 1.00 | 1.000 | 0.300 | 0.000 | 0.300 | 255,000.00 | 76,500.00 | 76,500.00 | |
| 0210 | CONCRETE-CLASS B | 02555 | CUYD | 145.00 | 145.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 871.00 | 871.000 | 871.000 | 871.000 | 22.14 | 19,283.94 | |||
| 0220 | EDGE KEY | 02585 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 64.98 | 0.00 | |||
| 0225 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 3,632.00 | 3,632.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 0230 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 7,200.00 | 7,200.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| 0235 | MAINTAIN & CONTROL TRAFFIC (BALLARD 1-115.00) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 100,000.00 | 10,000.00 | 10,000.00 | |
| 0240 | DIVERSIONS (BY-PASS DETOURS) (GAGE RD) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0245 | DIVERSIONS (BY-PASS DETOURS) (US 60 CONNECTOR) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0255 | SHOULDER RUMBLE STRIPS | 02696 | LF | 24,210.00 | 24,210.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0260 | TEMP SILT FENCE | 02701 | LF | 9,557.00 | 9,557.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 0265 | SILT TRAP TYPE A | 02703 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0270 | SILT TRAP TYPE B | 02704 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0275 | SILT TRAP TYPE C | 02705 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0280 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0285 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0290 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 86.00 | 86.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0295 | STAKING - | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 170,000.00 | 0.00 | |||
| 0300 | REMOVE STRUCTURE US 60 CONNECTOR EX 4'X4' RCBC | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,283.70 | 0.00 | |||
| 0305 | REMOVE STRUCTURE US 60 CONNECTOR EX 8'X6' RCBC | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 21,234.39 | 0.00 | |||
| 0310 | EROSION CONTROL BLANKET | 05950 | SQYD | 30,060.00 | 30,060.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0315 | TEMP MULCH | 05952 | SQYD | 277,400.00 | 277,400.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0320 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 208,050.00 | 208,050.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0325 | INITIAL FERTILIZER | 05963 | TON | 43.00 | 43.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0330 | MAINTENANCE FERTILIZER | 05964 | TON | 22.00 | 22.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0335 | SEEDING AND PROTECTION | 05985 | SQYD | 338,852.00 | 338,852.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 0340 | AGRICULTURAL LIMESTONE | 05992 | TON | 210.00 | 210.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0345 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 48,136.00 | 48,136.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0350 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 18,945.00 | 18,945.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 0355 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 738.00 | 738.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0360 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 26,851.00 | 26,851.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 0365 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 32,777.00 | 32,777.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 0370 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,518.00 | 1,518.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0375 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 358.00 | 358.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 0380 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 297.00 | 297.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0385 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 4,191.00 | 4,191.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0390 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0395 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0400 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0405 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0410 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0415 | FUEL ADJUSTMENT | 10020NS | DOLL | 146,002.00 | 146,002.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0420 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 122,109.00 | 122,109.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0425 | OBJECT MARKER TY 3 | 20191ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 62.54 | 0.00 | |||
| 0430 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 9,682.00 | 9,682.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0435 | LONGITUDINAL EDGE KEY | 21289ED | LF | 1,956.00 | 1,956.000 | 0.000 | 0.000 | 6.94 | 0.00 | |||
| 0440 | R/W MONUMENT TYPE 3 | 24540 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0445 | STEEL ENCASEMENT PIPE - | 24668EC | LF | 478.00 | 478.000 | 0.000 | 0.000 | 126.74 | 0.00 | |||
| 0450 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 380.00 | 380.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0455 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0003 DRAINAGE | |||||||
| 0460 | ENTRANCE PIPE-15 IN | 00440 | LF | 722.00 | 722.000 | 0.000 | 0.000 | 40.48 | 0.00 | |||
| 0465 | ENTRANCE PIPE-18 IN | 00441 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 59.00 | 0.00 | |||
| 0470 | CULVERT PIPE-18 IN | 00462 | LF | 534.00 | 534.000 | 0.000 | 0.000 | 78.49 | 0.00 | |||
| 0475 | CULVERT PIPE-24 IN | 00464 | LF | 386.00 | 386.000 | 0.000 | 0.000 | 91.77 | 0.00 | |||
| 0480 | CULVERT PIPE-30 IN | 00466 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 120.20 | 0.00 | |||
| 0485 | CULVERT PIPE-36 IN | 00468 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 158.04 | 0.00 | |||
| 0490 | CULVERT PIPE-42 IN | 00469 | LF | 212.00 | 212.000 | 0.000 | 0.000 | 191.63 | 0.00 | |||
| 0495 | CULVERT PIPE-54 IN | 00471 | LF | 109.00 | 109.000 | 0.000 | 0.000 | 353.15 | 0.00 | |||
| 0500 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 118.00 | 118.000 | 0.000 | 0.000 | 399.08 | 0.00 | |||
| 0505 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,315.33 | 0.00 | |||
| 0510 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,437.34 | 0.00 | |||
| 0515 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,024.17 | 0.00 | |||
| 0520 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,398.06 | 0.00 | |||
| 0525 | PIPE CULVERT HEADWALL-48 IN EQUIV | 01217 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11,326.64 | 0.00 | |||
| 0530 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,616.86 | 0.00 | |||
| 0535 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,050.37 | 0.00 | |||
| 0540 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,270.29 | 0.00 | |||
| 0545 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,221.27 | 0.00 | |||
| 0550 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 9,827.23 | 0.00 | |||
| 0555 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,515.95 | 0.00 | |||
| 0560 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,590.51 | 0.00 | |||
| 0565 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 3,527.00 | 3,527.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0570 | PIPELINE INSPECTION | 24814EC | LF | 1,904.00 | 1,904.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0004 BRIDGE - 26303 RCBC STAT 43+62 | |||||||
| 0575 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,620.09 | 0.00 | |||
| 0580 | CONCRETE-CLASS A | 08100 | CUYD | 190.90 | 190.900 | 0.000 | 0.000 | 864.24 | 0.00 | |||
| 0585 | STEEL REINFORCEMENT | 08150 | LB | 20,765.00 | 20,765.000 | 0.000 | 0.000 | 1.88 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0005 BRIDGE - 26304 DBL RCBC STA 141+55 | |||||||
| 0590 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 53,049.06 | 0.00 | |||
| 0595 | CONCRETE-CLASS A | 08100 | CUYD | 1,061.70 | 1,061.700 | 0.000 | 0.000 | 674.33 | 0.00 | |||
| 0600 | STEEL REINFORCEMENT | 08150 | LB | 118,777.00 | 118,777.000 | 0.000 | 0.000 | 1.79 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0006 BRIDGE - 26306 RCBC STA 45+00 | |||||||
| 0605 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,612.45 | 0.00 | |||
| 0610 | CONCRETE-CLASS A | 08100 | CUYD | 90.10 | 90.100 | 0.000 | 0.000 | 1,153.14 | 0.00 | |||
| 0615 | STEEL REINFORCEMENT | 08150 | LB | 7,423.00 | 7,423.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0007 BRIDGE - 26307 RCBC STA 122+45 | |||||||
| 0620 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,136.99 | 0.00 | |||
| 0625 | CONCRETE-CLASS A | 08100 | CUYD | 471.40 | 471.400 | 0.000 | 0.000 | 686.26 | 0.00 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 71,371.00 | 71,371.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0008 SIGNING | |||||||
| 0635 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 924.21 | 924.210 | 0.000 | 0.000 | 43.93 | 0.00 | |||
| 0640 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 97.75 | 97.750 | 0.000 | 0.000 | 45.60 | 0.00 | |||
| 0645 | STEEL POST TYPE 1 | 06410 | LF | 1,739.08 | 1,739.080 | 0.000 | 0.000 | 32.43 | 0.00 | |||
| 0650 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 426.94 | 0.00 | |||
| 0655 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 1,396.40 | 0.00 | |||
| 0660 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 698.20 | 0.00 | |||
| 0665 | BARCODE SIGN INVENTORY | 24631EC | EACH | 252.00 | 252.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0009 LIGHTING | |||||||
| 0670 | POLE 30 FT MTG HT | 04700 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0675 | BRACKET 10 FT | 04723 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0680 | POLE BASE | 04740 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0685 | TRANSFORMER BASE | 04750 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0690 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0695 | FUSED CONNECTOR KIT | 04780 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0700 | CONDUIT-2 IN | 04795 | LF | 450.00 | 450.000 | 0.000 | 0.000 | 33.25 | 0.00 | |||
| 0705 | TRENCHING AND BACKFILLING | 04820 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 9.10 | 0.00 | |||
| 0710 | WIRE-NO. 12 | 04832 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
| 0715 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0720 | BORE AND JACK CONDUIT | 21543EN | LF | 450.00 | 450.000 | 0.000 | 0.000 | 26.16 | 0.00 | |||
| 0725 | WIRE-NO. 10 | 23778EC | LF | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0730 | LED LUMINAIRE | 24589ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0735 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 800.00 | 800.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0010 TRAINEES | |||||||
| 0740 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 2.17 | 0.00 | |||
| Project | DE00400602444 | Fed/State Project Number | NH 0601 (211) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0745 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 216,666.66 | 108,333.33 | |||
| 0750 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,366.67 | 0.00 | |||
| SUBTOT | $86,500.00 |
$214,117.27 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | 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 | |
| 0755 | CRUSHED STONE BASE | 00003 | TON | 17,845.00 | 17,845.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0760 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 10,807.00 | 10,807.000 | 0.000 | 0.000 | 3.09 | 0.00 | |||
| 0765 | ASPHALT SEAL AGGREGATE | 00100 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 85.14 | 0.00 | |||
| 0770 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 1,070.68 | 0.00 | |||
| 0775 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,037.00 | 1,037.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0780 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 3,278.00 | 3,278.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0785 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 616.00 | 616.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0790 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 883.00 | 883.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0795 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0800 | ASPHALT CURING SEAL | 00358 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0805 | CEMENT | 02542 | TON | 210.00 | 210.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0810 | SAND FOR BLOTTER | 02702 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0815 | JOINT ADHESIVE | 20071EC | LF | 8,089.00 | 8,089.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | Category | 0002 ROADWAY | |||||||
| 0820 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 33.83 | 0.00 | |||
| 0825 | PERFORATED PIPE-4 IN | 01000 | LF | 465.00 | 465.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0830 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 146.00 | 146.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0835 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0840 | STANDARD BARRIER MEDIAN TYPE 2 | 01917 | SQYD | 777.00 | 777.000 | 0.000 | 0.000 | 91.84 | 0.00 | |||
| 0845 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0850 | REMOVE PAVEMENT | 02091 | SQYD | 123.00 | 123.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 0855 | TEMP DITCH | 02159 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 0860 | CLEAN TEMP DITCH | 02160 | LF | 384.00 | 384.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 0865 | ROADWAY EXCAVATION | 02200 | CUYD | 41,893.00 | 41,893.000 | 0.000 | 0.000 | 5.92 | 0.00 | |||
| 0870 | WATER | 02242 | MGAL | 58.00 | 58.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 0875 | FENCE-WOVEN WIRE | 02261 | LF | 2,581.00 | 2,581.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 0880 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0885 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 0890 | CLEARING AND GRUBBING (2 ACRES - MCCRACKEN 1-115.00) | 02545 | LS | 1.00 | 1.000 | 0.300 | 0.000 | 0.300 | 20,000.00 | 6,000.00 | 6,000.00 | |
| 0895 | CONCRETE-CLASS B | 02555 | CUYD | 6.00 | 6.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0900 | TEMPORARY SIGNS | 02562 | SQFT | 136.00 | 136.000 | 136.000 | 136.000 | 22.14 | 3,011.04 | |||
| 0905 | EDGE KEY | 02585 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 64.98 | 0.00 | |||
| 0910 | MAINTAIN & CONTROL TRAFFIC (MCCRACKEN CO - 1-115.00) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 70,000.00 | 7,000.00 | 7,000.00 | |
| 0915 | CROSSOVER (MCCRACKEN CO - 1-115.00) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 0920 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 0925 | SHOULDER RUMBLE STRIPS | 02696 | LF | 3,420.00 | 3,420.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0930 | TEMP SILT FENCE | 02701 | LF | 768.00 | 768.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 0935 | SILT TRAP TYPE A | 02703 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0940 | SILT TRAP TYPE B | 02704 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0945 | SILT TRAP TYPE C | 02705 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0950 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0955 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0960 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0965 | STAKING (MCCRACKEN CO - 1-115.00) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0970 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,261.00 | 3,261.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 0975 | TEMP MULCH | 05952 | SQYD | 24,619.00 | 24,619.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0980 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 18,464.00 | 18,464.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0985 | INITIAL FERTILIZER | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0990 | MAINTENANCE FERTILIZER | 05964 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0995 | SEEDING AND PROTECTION | 05985 | SQYD | 27,998.00 | 27,998.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 1000 | AGRICULTURAL LIMESTONE | 05992 | TON | 17.00 | 17.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1005 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,824.00 | 4,824.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 1010 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 805.00 | 805.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1015 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 1020 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,488.00 | 3,488.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 1025 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,313.00 | 2,313.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 1030 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,488.00 | 1,488.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 1035 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 261.00 | 261.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 1040 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1045 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 203.00 | 203.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1050 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1055 | INLAID PAVEMENT MARKER-MW | 06610 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1060 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1065 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1070 | FUEL ADJUSTMENT | 10020NS | DOLL | 19,562.00 | 19,562.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1075 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 20,944.00 | 20,944.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1080 | R/W MONUMENT TYPE 3 | 24540 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 1085 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 351.00 | 351.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1090 | PAVE MARKING-THERMO U-TURN | 24889EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | Category | 0003 DRAINAGE | |||||||
| 1095 | ENTRANCE PIPE-15 IN | 00440 | LF | 180.00 | 180.000 | 0.000 | 0.000 | 40.48 | 0.00 | |||
| 1100 | PIPELINE INSPECTION | 24814EC | LF | 90.00 | 90.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | Category | 0004 SIGNING | |||||||
| 1105 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 189.71 | 189.710 | 0.000 | 0.000 | 43.93 | 0.00 | |||
| 1110 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 66.25 | 66.250 | 0.000 | 0.000 | 45.60 | 0.00 | |||
| 1115 | STEEL POST TYPE 1 | 06410 | LF | 379.00 | 379.000 | 0.000 | 0.000 | 32.43 | 0.00 | |||
| 1120 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 1,396.40 | 0.00 | |||
| 1125 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 698.20 | 0.00 | |||
| 1130 | BARCODE SIGN INVENTORY | 24631EC | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1135 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 216,666.67 | 108,333.33 | |||
| 1140 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,366.67 | 0.00 | |||
| Project | DE07300602445 | Fed/State Project Number | NH 0601 (211) | Category | 0006 LIGHTING | |||||||
| 1145 | POLE 30 FT MTG HT | 04700 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 1150 | BRACKET 10 FT | 04723 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1155 | POLE BASE | 04740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 1160 | TRANSFORMER BASE | 04750 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1165 | FUSED CONNECTOR KIT | 04780 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1170 | TRENCHING AND BACKFILLING | 04820 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 9.10 | 0.00 | |||
| 1175 | WIRE-NO. 12 | 04832 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 0.94 | 0.00 | |||
| 1180 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 1185 | WIRE-NO. 10 | 23778EC | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1190 | LED LUMINAIRE | 24589ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1195 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 700.00 | 700.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| SUBTOT | $13,000.00 |
$338,461.64 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | 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 | |
| 1200 | CRUSHED STONE BASE | 00003 | TON | 39,561.00 | 39,561.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1205 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 62,954.00 | 62,954.000 | 0.000 | 0.000 | 3.09 | 0.00 | |||
| 1210 | ASPHALT SEAL AGGREGATE | 00100 | TON | 149.00 | 149.000 | 0.000 | 0.000 | 85.14 | 0.00 | |||
| 1215 | ASPHALT SEAL COAT | 00103 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 1,070.68 | 0.00 | |||
| 1220 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,921.00 | 1,921.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1225 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 16,204.00 | 16,204.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1230 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 2,379.00 | 2,379.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 1235 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 982.00 | 982.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1240 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 791.00 | 791.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1245 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 3,858.00 | 3,858.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1250 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1255 | ASPHALT CURING SEAL | 00358 | TON | 51.00 | 51.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1260 | CEMENT | 02542 | TON | 1,179.00 | 1,179.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1265 | SAND FOR BLOTTER | 02702 | TON | 158.00 | 158.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1270 | JOINT ADHESIVE | 20071EC | LF | 44,705.00 | 44,705.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0002 ROADWAY | |||||||
| 1275 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,006.00 | 1,006.000 | 0.000 | 0.000 | 33.83 | 0.00 | |||
| 1280 | PERFORATED PIPE-4 IN | 01000 | LF | 511.00 | 511.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1285 | PERFORATED PIPE-8 IN | 01002 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1290 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1295 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1300 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1305 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1310 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 15.97 | 0.00 | |||
| 1315 | BARRICADE-TYPE III | 02014 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1320 | REMOVE PAVEMENT | 02091 | SQYD | 1,996.00 | 1,996.000 | 0.000 | 0.000 | 6.75 | 0.00 | |||
| 1325 | TEMP DITCH | 02159 | LF | 5,579.00 | 5,579.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 1330 | CLEAN TEMP DITCH | 02160 | LF | 2,810.00 | 2,810.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
| 1335 | ROADWAY EXCAVATION | 02200 | CUYD | 92,595.00 | 92,595.000 | 0.000 | 0.000 | 5.92 | 0.00 | |||
| 1340 | WATER | 02242 | MGAL | 420.00 | 420.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 1345 | FENCE-WOVEN WIRE | 02261 | LF | 11,602.00 | 11,602.000 | 0.000 | 0.000 | 7.35 | 0.00 | |||
| 1350 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,380.00 | 2,380.000 | 0.000 | 0.000 | 32.84 | 0.00 | |||
| 1355 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 87.43 | 0.00 | |||
| 1360 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,361.40 | 0.00 | |||
| 1365 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,415.36 | 0.00 | |||
| 1370 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,759.72 | 0.00 | |||
| 1375 | SEPTIC TANK TREATMENT | 02404 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,478.39 | 0.00 | |||
| 1380 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 68.00 | 68.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1385 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 1390 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,311.05 | 0.00 | |||
| 1395 | CHANNEL LINING CLASS II | 02483 | TON | 704.00 | 704.000 | 0.000 | 0.000 | 39.36 | 0.00 | |||
| 1400 | CHANNEL LINING CLASS III | 02484 | TON | 3,356.00 | 3,356.000 | 0.000 | 0.000 | 39.36 | 0.00 | |||
| 1405 | CLEARING AND GRUBBING -31.5 ACRES (1-115.10) | 02545 | LS | 1.00 | 1.000 | 0.300 | 0.000 | 0.300 | 155,000.00 | 46,500.00 | 46,500.00 | |
| 1410 | CONCRETE-CLASS B | 02555 | CUYD | 37.00 | 37.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 1415 | TEMPORARY SIGNS | 02562 | SQFT | 873.00 | 873.000 | 873.000 | 873.000 | 22.14 | 19,328.22 | |||
| 1420 | EDGE KEY | 02585 | LF | 287.00 | 287.000 | 0.000 | 0.000 | 64.98 | 0.00 | |||
| 1425 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 2.20 | 0.00 | |||
| 1430 | MAINTAIN & CONTROL TRAFFIC (MCCRACKEN 1-115.10) | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 40,000.00 | 4,000.00 | 4,000.00 | |
| 1435 | DIVERSIONS (BY-PASS DETOURS) (KINGSWAY DR) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1440 | DIVERSIONS (BY-PASS DETOURS) (KY 995/RICE ROAD) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1445 | DIVERSIONS (BY-PASS DETOURS) (LINDA MEL) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1450 | DIVERSIONS (BY-PASS DETOURS) (QUEENSWAY DR) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1455 | DIVERSIONS (BY-PASS DETOURS) (RCBC STA 489+23) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 1460 | DIVERSIONS (BY-PASS DETOURS) (WREN RD) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1465 | CROSSOVER (1-115.10) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 45,000.00 | 0.00 | |||
| 1470 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1475 | EDGELINE RUMBLE STRIPS | 02697 | LF | 12,651.00 | 12,651.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 1480 | TEMP SILT FENCE | 02701 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 2.02 | 0.00 | |||
| 1485 | SILT TRAP TYPE A | 02703 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1490 | SILT TRAP TYPE B | 02704 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1495 | SILT TRAP TYPE C | 02705 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1500 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1505 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1510 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1515 | STAKING (MCCRACKEN 1-115.10) | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 65,000.00 | 0.00 | |||
| 1520 | REMOVE STRUCTURE LT STA 471+45 8X4 RCBC(MCCRACKEN 1-115.1 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,139.81 | 0.00 | |||
| 1525 | REMOVE STRUCTURE LT STA 474+50 3X3 RCBC(MCCRACKEN 1-115.1 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 12,189.12 | 0.00 | |||
| 1530 | REMOVE STRUCTURE LT STA 489+15 16X6 RCBC(MCCRACKEN 1-115. | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,139.81 | 0.00 | |||
| 1535 | EROSION CONTROL BLANKET | 05950 | SQYD | 24,331.00 | 24,331.000 | 0.000 | 0.000 | 2.45 | 0.00 | |||
| 1540 | TEMP MULCH | 05952 | SQYD | 101,640.00 | 101,640.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 1545 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 76,230.00 | 76,230.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 1550 | INITIAL FERTILIZER | 05963 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1555 | MAINTENANCE FERTILIZER | 05964 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1560 | SEEDING AND PROTECTION | 05985 | SQYD | 66,308.00 | 66,308.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 1565 | AGRICULTURAL LIMESTONE | 05992 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1570 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,220.00 | 30,220.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 1575 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,380.00 | 4,380.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 1580 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 15,599.00 | 15,599.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 1585 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 15,565.00 | 15,565.000 | 0.000 | 0.000 | 0.98 | 0.00 | |||
| 1590 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 4,555.00 | 4,555.000 | 0.000 | 0.000 | 1.98 | 0.00 | |||
| 1595 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 472.00 | 472.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1600 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1605 | INLAID PAVEMENT MARKER-BY | 06612 | EACH | 165.00 | 165.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1610 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 190.00 | 190.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1615 | FUEL ADJUSTMENT | 10020NS | DOLL | 83,202.00 | 83,202.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1620 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 102,177.00 | 102,177.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1625 | TEMPORARY PIPE | 20166ES810 | LF | 127.00 | 127.000 | 0.000 | 0.000 | 60.20 | 0.00 | |||
| 1630 | OBJECT MARKER TY 3 | 20191ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 62.54 | 0.00 | |||
| 1635 | TEMPORARY MEDIAN CROSSOVER | 20259ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 1640 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 12,651.00 | 12,651.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 1645 | LONGITUDINAL EDGE KEY | 21289ED | LF | 5,735.00 | 5,735.000 | 0.000 | 0.000 | 6.94 | 0.00 | |||
| 1650 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 124.00 | 124.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1655 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 492.45 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0003 DRAINAGE | |||||||
| 1660 | CULVERT PIPE-18 IN | 00462 | LF | 1,178.00 | 1,178.000 | 0.000 | 0.000 | 78.49 | 0.00 | |||
| 1665 | CULVERT PIPE-24 IN | 00464 | LF | 128.00 | 128.000 | 0.000 | 0.000 | 91.77 | 0.00 | |||
| 1670 | CULVERT PIPE-30 IN | 00466 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 120.20 | 0.00 | |||
| 1675 | CULVERT PIPE-36 IN | 00468 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 158.04 | 0.00 | |||
| 1680 | CULVERT PIPE-48 IN | 00470 | LF | 229.00 | 229.000 | 0.000 | 0.000 | 201.23 | 0.00 | |||
| 1685 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 125.50 | 125.500 | 0.000 | 0.000 | 113.76 | 0.00 | |||
| 1690 | STORM SEWER PIPE-18 IN | 00522 | LF | 266.00 | 266.000 | 0.000 | 0.000 | 64.66 | 0.00 | |||
| 1695 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,315.34 | 0.00 | |||
| 1700 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,530.90 | 0.00 | |||
| 1705 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,398.06 | 0.00 | |||
| 1710 | REMOVE PIPE | 01310 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 18.16 | 0.00 | |||
| 1715 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,333.12 | 0.00 | |||
| 1720 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,519.68 | 0.00 | |||
| 1725 | METAL END SECTION TY 3-30 IN | 01394 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,482.82 | 0.00 | |||
| 1730 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 8,066.51 | 0.00 | |||
| 1735 | METAL END SECTION TY 4-18 IN | 01411 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,019.24 | 0.00 | |||
| 1740 | METAL END SECTION TY 4-30 IN | 01414 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,146.14 | 0.00 | |||
| 1745 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 3,050.37 | 0.00 | |||
| 1750 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,221.93 | 0.00 | |||
| 1755 | DROP BOX INLET TYPE 5A | 01502 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,112.16 | 0.00 | |||
| 1760 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,303.53 | 0.00 | |||
| 1765 | DROP BOX INLET TYPE 10 | 01541 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,465.92 | 0.00 | |||
| 1770 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,718.52 | 0.00 | |||
| 1775 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,458.51 | 0.00 | |||
| 1780 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 4,406.00 | 4,406.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1785 | PIPELINE INSPECTION | 24814EC | LF | 1,905.00 | 1,905.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0004 BRIDGE - 26151 RCBC STA 441+38 | |||||||
| 1790 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 32,496.31 | 0.00 | |||
| 1795 | CONCRETE-CLASS A | 08100 | CUYD | 137.90 | 137.900 | 0.000 | 0.000 | 1,007.87 | 0.00 | |||
| 1800 | STEEL REINFORCEMENT | 08150 | LB | 17,111.00 | 17,111.000 | 0.000 | 0.000 | 1.89 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0005 BRIDGE - 26152 RCBC STA 32+06 | |||||||
| 1805 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 19,620.05 | 0.00 | |||
| 1810 | CONCRETE-CLASS A | 08100 | CUYD | 80.50 | 80.500 | 0.000 | 0.000 | 946.66 | 0.00 | |||
| 1815 | STEEL REINFORCEMENT | 08150 | LB | 7,565.00 | 7,565.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0006 BRIDGE - 26153 RCBC STA 489+22+46 | |||||||
| 1820 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,157.61 | 0.00 | |||
| 1825 | CONCRETE-CLASS A | 08100 | CUYD | 717.50 | 717.500 | 0.000 | 0.000 | 824.70 | 0.00 | |||
| 1830 | STEEL REINFORCEMENT | 08150 | LB | 89,542.00 | 89,542.000 | 0.000 | 0.000 | 1.82 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0007 BRIDGE - 28749 RCBC STA 470+68 | |||||||
| 1835 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 33,047.91 | 0.00 | |||
| 1840 | CONCRETE-CLASS A | 08100 | CUYD | 217.30 | 217.300 | 0.000 | 0.000 | 903.44 | 0.00 | |||
| 1845 | STEEL REINFORCEMENT | 08150 | LB | 22,115.00 | 22,115.000 | 0.000 | 0.000 | 1.76 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0008 SIGNING | |||||||
| 1850 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 507.00 | 507.000 | 0.000 | 0.000 | 43.93 | 0.00 | |||
| 1855 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 140.00 | 140.000 | 0.000 | 0.000 | 45.60 | 0.00 | |||
| 1860 | STEEL POST TYPE 1 | 06410 | LF | 690.00 | 690.000 | 0.000 | 0.000 | 32.43 | 0.00 | |||
| 1865 | STEEL POST MILE MARKERS | 06412 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 426.94 | 0.00 | |||
| 1870 | BARCODE SIGN INVENTORY | 24631EC | EACH | 114.00 | 114.000 | 0.000 | 0.000 | 47.78 | 0.00 | |||
| Project | DE07300602446 | Fed/State Project Number | NH 0601 (212) | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1875 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 216,666.67 | 108,333.33 | |||
| 1880 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 107,366.66 | 0.00 | |||
| SUBTOT | $50,500.00 |
$516,623.20 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||