|
ContID 061117 EST NO 0026 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061117 | Estimate Number | 0026 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07317) Campbell, Harry B., P.E. | ||||||
| Contractor | THE ALLEN COMPANY INC | MARS ADDR SN 1 | |||||
| PO BOX 537 | |||||||
| WINCHESTER , KY , 40391 | |||||||
| Pay Period | 01/10/2008 TO 01/23/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | DE07600750617 | ||||||
| Project No. | NH 75-3 (95), FD04 076 5206 000-004 | ||||||
| Primary County | MADISON | ||||||
| Name of Road | I-75 AND DUNCANNON ROAD | ||||||
| Description | TENNESSEE STATE LINE-LEXINGTON;CONSTRUCT NEW INTERCHANGE AT I-75 AND WIDEN DUNCANNON ROAD TO US 25 | ||||||
| Date Let | 12/15/2006 | Formal Acceptance | |||||
| Date Awarded | 12/19/2006 | Date Work Began | 01/23/2007 | ||||
| Date Contract Executed | 01/17/2007 | Open To Traffic | |||||
| Date NTP Issued | 01/17/2007 | Actual Completion Date | |||||
| Current Contract Amount | $25,073,846.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $24,466,329.79 |
Total Earnings | $15,816,980.29 |
$15,763,398.45 |
$53,581.84 |
|
| Percent Complete | 63.51 |
Stockpiled Materials | $108,028.62 |
$108,028.62 |
$0.00 |
|
| Funds Available | $9,148,837.20 |
Gross Earnings | $15,925,008.91 |
$15,871,427.07 |
$0.00 |
|
| Total Change Orders | $607,516.32 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $15,925,008.91 |
$15,871,427.07 |
53,581.84 |
|||
| Contract Id | 061117 | Change Order Summary |
County | MADISON | ||||||
| Estimate Nbr | 0026 | Project Number | NH 75-3 (95), FD04 076 5206 000-004 | |||||||
| Contractor | THE ALLEN COMPANY INC | Period | 01/10/2008 TO 01/23/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut, barrier wall removal | Approved | 08/02/2007 | $61,441.47 | 0.0 | |||||
| 002 | Pavement Design Change | Approved | 10/05/2007 | $388,639.35 | 0.0 | |||||
| 003 | Barrier wall additonal work, erosion control | Approved | 01/08/2008 | $157,435.50 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 061117 | COMMONWEALTH OF KENTUCKY |
County | MADISON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE07600750617 | ||||||
| Estimate Nbr | 0026 | Period | 01/10/2008 TO 01/23/2008 | |||||||
| Contractor | THE ALLEN COMPANY INC | |||||||||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0001 ROADWAY | ||||||
| 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 |
| 0010 | DGA BASE | 00001 | TON | 4,490.00 | 0.000 | -22.190 | -22.190 | 19.25 | -427.15 | ||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 56,741.00 | 0.000 | 0.000 | 0.000 | 18.85 | 0.00 | ||
| 0030 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 95,037.00 | 0.000 | 0.000 | 0.000 | 1.65 | 0.00 | ||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 87.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 400.00 | 400.000 | 355.550 | 355.550 | 17.30 | 6,151.01 | ||
| 0060 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 42.00 | 42.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
| 0070 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16.00 | 16.000 | 25.830 | 25.830 | 100.00 | 2,583.00 | ||
| 0080 | LEVELING & WEDGING PG76-22 | 00194 | TON | 427.00 | 427.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0090 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 13,015.00 | 13,015.000 | 7,445.920 | 7,445.920 | 53.95 | 401,707.38 | ||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 21,451.00 | 21,451.000 | 26,488.850 | 26,488.850 | 51.95 | 1,376,095.75 | ||
| 0110 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 7,541.00 | 7,541.000 | 12,255.110 | 12,255.110 | 59.70 | 731,630.06 | ||
| 0120 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,087.00 | 3,087.000 | 601.640 | 601.640 | 64.40 | 38,745.61 | ||
| 0130 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | TON | 2,530.00 | 2,530.000 | 0.000 | 0.000 | 67.05 | 0.00 | ||
| 0140 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 2,284.00 | 2,284.000 | 0.000 | 0.000 | 78.50 | 0.00 | ||
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 41,161.00 | 41,161.000 | 18,874.520 | 18,874.520 | 1.95 | 36,805.31 | ||
| 0160 | ASPHALT CURING SEAL | 00358 | TON | 97.00 | 68.000 | 52.860 | 52.860 | 495.00 | 26,165.70 | ||
| 0170 | ENTRANCE PIPE-15 INCH | 00440 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 32.00 | 0.00 | ||
| 0180 | ENTRANCE PIPE-30 INCH | 00445 | LF | 135.00 | 135.000 | 135.000 | 135.000 | 47.00 | 6,345.00 | ||
| 0190 | CULVERT PIPE-18 INCH | 00462 | LF | 1,075.00 | 1,075.000 | 1,075.000 | 1,075.000 | 45.00 | 48,375.00 | ||
| 0200 | CULVERT PIPE-24 INCH | 00464 | LF | 294.00 | 294.000 | 294.000 | 294.000 | 57.00 | 16,758.00 | ||
| 0210 | CULVERT PIPE-36 INCH | 00468 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 88.00 | 3,960.00 | ||
| 0220 | CULVERT PIPE-42 INCH | 00469 | LF | 468.00 | 468.000 | 468.000 | 468.000 | 105.00 | 49,140.00 | ||
| 0230 | CULVERT PIPE-48 INCH | 00470 | LF | 454.00 | 454.000 | 106.000 | 106.000 | 120.00 | 12,720.00 | ||
| 0240 | PERFORATED PIPE-4 INCH | 01000 | LF | 2,018.00 | 0.000 | 0.000 | 0.000 | 6.75 | 0.00 | ||
| 0250 | PERFORATED PIPE-6 INCH | 01001 | LF | 222.00 | 222.000 | 360.000 | 360.000 | 20.00 | 7,200.00 | ||
| 0260 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 318.00 | 1,176.000 | 950.000 | 950.000 | 12.00 | 11,400.00 | ||
| 0270 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0280 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 0.000 | 21.000 | 21.000 | 510.00 | 10,710.00 | ||
| 0290 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | LF | 410.00 | 0.000 | -410.000 | 410.000 | 0.000 | 70.00 | -28,700.00 | 0.00 |
| 0300 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | ||
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 3,850.00 | 15,400.00 | ||
| 0320 | DROP BOX INLET TYPE 5B | 01505 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,775.00 | 15,100.00 | ||
| 0330 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | ||
| 0340 | ISLAND CURB AND GUTTER | 01825 | LF | 297.00 | 297.000 | 286.000 | 286.000 | 38.00 | 10,868.00 | ||
| 0350 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 46.00 | 46.000 | 46.000 | 46.000 | 10.00 | 460.00 | ||
| 0360 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 44.00 | 44.000 | 44.000 | 44.000 | 10.00 | 440.00 | ||
| 0370 | BARRICADE-TYPE III | 02014 | EACH | 30.00 | 30.000 | 21.000 | 21.000 | 175.00 | 3,675.00 | ||
| 0380 | REMOVE PAVEMENT | 02091 | SQYD | 23,371.00 | 23,371.000 | 24,093.000 | 24,093.000 | 9.25 | 222,860.25 | ||
| 0390 | TEMPORARY DITCH | 02159 | LF | 3,985.00 | 3,985.000 | 140.000 | 140.000 | 1.35 | 189.00 | ||
| 0400 | STRUCTURE DEMOLITION | 02191 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | ||
| 0410 | GRANULAR EMBANKMENT | 02223 | CUYD | 7,088.00 | 7,088.000 | 7,448.210 | 7,448.210 | 22.00 | 163,860.62 | ||
| 0420 | EMBANKMENT | 21553EN | CUYD | 287,662.00 | 281,954.000 | 281,954.000 | 281,954.000 | 2.23 | 628,757.42 | ||
| 0430 | WATER | 02242 | MGAL | 10.00 | 10.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0440 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 13,903.00 | 13,903.000 | 0.000 | 0.000 | 4.63 | 0.00 | ||
| 0450 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 4,443.75 | 4,443.750 | 3,247.500 | 3,247.500 | 16.48 | 53,518.80 | ||
| 0460 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | ||
| 0470 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 425.00 | 1,275.00 | ||
| 0480 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,925.00 | 9,625.00 | ||
| 0490 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0500 | CHANNEL LINING CLASS II | 02483 | TON | 2,651.00 | 2,651.000 | 1,752.800 | 1,752.800 | 25.00 | 43,820.00 | ||
| 0510 | CHANNEL LINING CLASS III | 02484 | TON | 340.00 | 340.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0520 | CEMENT | 02542 | TON | 2,523.00 | 0.000 | 0.000 | 0.000 | 124.23 | 0.00 | ||
| 0530 | CLEARING AND GRUBBING 53.4 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | ||
| 0540 | SIGNS | 02562 | SQFT | 1,069.00 | 1,069.000 | 886.460 | 886.460 | 7.00 | 6,205.22 | ||
| 0550 | EDGE KEY | 02585 | LF | 84.00 | 84.000 | 84.000 | 84.000 | 12.00 | 1,008.00 | ||
| 0560 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 1,640.00 | 1,640.000 | 0.000 | 0.000 | 1.65 | 0.00 | ||
| 0570 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 20,288.00 | 20,288.000 | 9,706.600 | 9,706.600 | 1.45 | 14,074.57 | ||
| 0580 | MAINTAIN & CONTROL TRAFFIC I-75 | 02650 | LS | 1.00 | 1.000 | 0.550 | 0.550 | 50,000.00 | 27,500.00 | ||
| 0590 | DIVERSIONS (BY-PASS DETOURS) I-75 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | ||
| 0600 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | ||
| 0610 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,500.00 | 13,500.00 | ||
| 0620 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 446.00 | 446.000 | 0.000 | 0.000 | 24.70 | 0.00 | ||
| 0630 | TEMPORARY SILT FENCE | 02701 | LF | 4,735.00 | 9,735.000 | 8,065.000 | 8,065.000 | 2.50 | 20,162.50 | ||
| 0640 | SAND FOR BLOTTER | 02702 | TON | 239.00 | 0.000 | 0.000 | 0.000 | 34.60 | 0.00 | ||
| 0650 | SILT TRAP TYPE A | 02703 | EACH | 21.00 | 21.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | ||
| 0660 | SILT TRAP TYPE B | 02704 | EACH | 93.00 | 93.000 | 90.000 | 90.000 | 200.00 | 18,000.00 | ||
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 42.00 | 42.000 | 1.000 | 1.000 | 75.00 | 75.00 | ||
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 186.00 | 186.000 | 15.000 | 15.000 | 50.00 | 750.00 | ||
| 0690 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 9,470.00 | 9,470.000 | 131.000 | 131.000 | 0.75 | 98.25 | ||
| 0700 | STAKING I-75 | 02726 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 50,000.00 | 47,500.00 | ||
| 0710 | REMOVE STRUCTURE I-75 | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | ||
| 0720 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,750.00 | 0.00 | ||
| 0730 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 3,800.00 | 19,000.00 | ||
| 0740 | CONC MEDIAN BARRIER TYPE 9E | 03148 | LF | 418.50 | 418.500 | 504.900 | 504.900 | 100.00 | 50,490.00 | ||
| 0750 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,080.00 | 2,382.000 | 2,340.000 | 2,340.000 | 21.50 | 50,310.00 | ||
| 0760 | EROSION CONTROL BLANKET | 05950 | SQYD | 12,544.00 | 22,544.000 | 31,879.120 | 31,879.120 | 1.09 | 34,748.24 | ||
| 0770 | TEMPORARY MULCH | 05952 | SQYD | 26,466.00 | 236,466.000 | 212,911.680 | 212,911.680 | 0.12 | 25,549.40 | ||
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 80,000.00 | 130,000.000 | 163,416.990 | 163,416.990 | 0.15 | 24,512.54 | ||
| 0790 | SEEDING AND PROTECTION | 05985 | SQYD | 159,917.00 | 299,917.000 | 356,419.790 | 356,419.790 | 0.24 | 85,540.74 | ||
| 0800 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 26,466.00 | 81,466.000 | 83,193.150 | 83,193.150 | 0.16 | 13,310.90 | ||
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 39,257.00 | 39,257.000 | 58,219.000 | 58,219.000 | 0.12 | 6,986.28 | ||
| 0820 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 50.00 | 50.000 | 187.000 | 187.000 | 0.50 | 93.50 | ||
| 0830 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 26,361.00 | 26,361.000 | 0.000 | 0.000 | 0.34 | 0.00 | ||
| 0840 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 21,768.00 | 21,768.000 | 0.000 | 0.000 | 0.36 | 0.00 | ||
| 0850 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 14,044.00 | 14,044.000 | 0.000 | 0.000 | 0.52 | 0.00 | ||
| 0860 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 5,825.00 | 5,825.000 | 0.000 | 0.000 | 0.54 | 0.00 | ||
| 0870 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 3,646.00 | 3,646.000 | 0.000 | 0.000 | 2.75 | 0.00 | ||
| 0880 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.65 | 0.00 | ||
| 0890 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 1,588.000 | 1,588.000 | 1,588.000 | 1.65 | 2,620.20 | ||
| 0900 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 267.00 | 267.000 | 0.000 | 0.000 | 5.75 | 0.00 | ||
| 0910 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
| 0920 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 19.25 | 0.00 | ||
| 0930 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 144.00 | 144.000 | 0.000 | 0.000 | 19.25 | 0.00 | ||
| 0940 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 220.00 | 220.000 | 0.000 | 0.000 | 19.25 | 0.00 | ||
| 0950 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 150.00 | 150.000 | 0.000 | 0.000 | 19.25 | 0.00 | ||
| 0960 | CONCRETE-CLASS A | 08100 | CUYD | 41.90 | 41.900 | 36.020 | 36.020 | 900.00 | 32,418.00 | ||
| 0970 | STEEL REINFORCEMENT | 08150 | LB | 2,709.50 | 2,709.500 | 2,065.000 | 2,065.000 | 1.00 | 2,065.00 | ||
| 0980 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 100,670.00 | 100,670.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0990 | FUEL ADJUSTMENT | 10020NS | DOLL | 97,958.00 | 97,958.000 | 9,426.720 | 45,043.530 | 54,470.250 | 1.00 | 9,426.72 | 54,470.25 |
| 1000 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 90,603.00 | 90,603.000 | -3,119.340 | -27,263.530 | -30,382.870 | 1.00 | -3,119.34 | -30,382.87 |
| 1010 | SILT TRAP TYPE C | 20496NS843 | EACH | 7.00 | 7.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | ||
| 1020 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 14.00 | 14.000 | 4.000 | 4.000 | 55.00 | 220.00 | ||
| 1030 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 1040 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | ||
| 1050 | REMOVE SIGN | 21373ND | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | ||
| 1060 | REMOVE EXIST WATER TANK | 21416ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | ||
| 1070 | PAVE MARK THERMO CONE CAP-SOLID YELLOW | 21417ES717 | SQFT | 1,164.00 | 1,164.000 | 0.000 | 0.000 | 2.75 | 0.00 | ||
| 1080 | PAVE MARK THERMO TRANSVERSE 6 FT-YELLOW | 21418ES717 | LF | 1,030.00 | 1,030.000 | 0.000 | 0.000 | 16.50 | 0.00 | ||
| 1090 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 11,219.00 | 11,219.000 | 0.000 | 0.000 | 2.00 | 0.00 | ||
| 1100 | UTILITY CONDUIT BANK | 21749EN | LF | 415.00 | 415.000 | 415.000 | 415.000 | 58.00 | 24,070.00 | ||
| 1560 | EXCAVATION | 21554EN | CUYD | 147,993.00 | 153,493.000 | 153,493.000 | 153,493.000 | 3.39 | 520,341.27 | ||
| 8003 | DGA BASE | 00001 | TON | 0.00 | 61,231.000 | 53,324.290 | 53,324.290 | 16.85 | 898,514.28 | ||
| 8005 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 0.00 | 14,137.000 | 9,851.750 | 9,851.750 | 36.70 | 361,559.22 | ||
| 8007 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 26,000.000 | 26,647.000 | 26,647.000 | 4.50 | 119,911.50 | ||
| 8009 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 0.00 | 49.000 | 16.000 | 16.000 | 485.00 | 7,760.00 | ||
| 8011 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 0.750 | 0.750 | 3,750.00 | 2,812.50 | ||
| 8013 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 167.000 | 222.860 | 222.860 | 19.50 | 4,345.77 | ||
| 8016 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 4,950.00 | 9,900.00 | 9,900.00 |
| 8017 | STEEL ENCASEMENT PIPE-20 INCH WALL THICKNESS 0.344 inches | 01076 | LF | 0.00 | 410.000 | 410.000 | 0.000 | 410.000 | 85.83 | 35,190.30 | 35,190.30 |
| 8018 | PERF PIPE HEADWALL | 21567NN | EACH | 0.00 | 25.000 | 0.000 | 0.000 | 485.00 | 0.00 | ||
| Project | DE07600750617 | Fed/State Project Number | NH 75-3 (95) | Category | 0002 BRIDGE | ||||||
| 1110 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 287.00 | 287.000 | 362.310 | 362.310 | 38.00 | 13,767.78 | ||
| 1120 | MASONRY COATING | 02998 | SQYD | 1,850.00 | 1,850.000 | 2,143.850 | 2,143.850 | 9.20 | 19,723.42 | ||
| 1130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 215.00 | 215.000 | 215.000 | 215.000 | 75.00 | 16,125.00 | ||
| 1140 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 96.00 | 96.000 | 83.670 | 83.670 | 35.00 | 2,928.45 | ||
| 1150 | FOUNDATION PREPARATION I-75 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | ||
| 1160 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 595.00 | 595.000 | 698.480 | 698.480 | 25.00 | 17,462.00 | ||
| 1170 | TEST PILES | 08033 | LF | 130.00 | 130.000 | 130.000 | 130.000 | 43.50 | 5,655.00 | ||
| 1180 | PILES-STEEL HP12X53 | 08046 | LF | 701.00 | 701.000 | 688.270 | 688.270 | 43.50 | |||