|
ContID 071224 EST NO 0010 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071224 | Estimate Number | 0010 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08319) Chaney, William G. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 01/11/2008 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE10000270724 | ||||||
| Project No. | NH 27-1 (074) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET-LEXINGTON ROAD (US 27) | ||||||
| Description | FROM KY 452 NORTH THROUGH KY 70 INTERSECTION | ||||||
| Date Let | 07/27/2007 | Formal Acceptance | |||||
| Date Awarded | 08/09/2007 | Date Work Began | 08/30/2007 | ||||
| Date Contract Executed | 08/29/2007 | Open To Traffic | |||||
| Date NTP Issued | 08/29/2007 | Actual Completion Date | |||||
| Current Contract Amount | $19,366,266.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $19,366,266.87 |
Total Earnings | $3,302,319.97 |
$2,888,538.81 |
$413,781.16 |
|
| Percent Complete | 17.05 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $16,063,946.90 |
Gross Earnings | $3,302,319.97 |
$2,888,538.81 |
$0.00 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,302,319.97 |
$2,888,538.81 |
413,781.16 |
|||
| Contract Id | 071224 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0010 | Project Number | NH 27-1 (074) | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 01/11/2008 TO 01/25/2008 | |||||||
| 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 | 071224 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | ASGD ASPHALT SURFACE WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE10000270724 | ||||||
| Estimate Nbr | 0010 | Period | 01/11/2008 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE10000270724 | Fed/State Project Number | NH 27-1 (074) | 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 | 150,068.00 | 150,068.000 | -80.430 | 4,240.160 | 4,159.730 | 11.25 | -904.83 | 46,796.96 |
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 173,994.00 | 173,994.000 | 0.000 | 0.000 | 2.20 | 0.00 | ||
| 0030 | LIME | 00014 | TON | 1,974.00 | 1,974.000 | 0.000 | 0.000 | 129.00 | 0.00 | ||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 44,764.00 | 44,764.000 | 0.000 | 0.000 | 28.50 | 0.00 | ||
| 0050 | TRAFFIC BOUND BASE | 00020 | TON | 1,430.00 | 1,430.000 | 856.100 | 782.520 | 1,638.620 | 21.50 | 18,406.15 | 35,230.33 |
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 65.60 | 0.00 | ||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 364.00 | 364.000 | 0.000 | 0.000 | 52.50 | 0.00 | ||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 4,924.00 | 4,924.000 | 0.000 | 0.000 | 53.00 | 0.00 | ||
| 0090 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 23,326.00 | 23,326.000 | 0.000 | 0.000 | 41.65 | 0.00 | ||
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 53,314.00 | 53,314.000 | 0.000 | 0.000 | 40.15 | 0.00 | ||
| 0110 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 27,689.00 | 27,689.000 | 0.000 | 0.000 | 45.25 | 0.00 | ||
| 0120 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,938.00 | 5,938.000 | 1,073.410 | 1,073.410 | 44.15 | 47,391.05 | ||
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 44.00 | 44.000 | 0.000 | 0.000 | 405.00 | 0.00 | ||
| 0140 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,464.00 | 10,464.000 | 0.000 | 0.000 | 49.25 | 0.00 | ||
| 0150 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 12,640.00 | 12,640.000 | 0.000 | 0.000 | 64.65 | 0.00 | ||
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 93,643.00 | 93,643.000 | 0.000 | 0.000 | 1.25 | 0.00 | ||
| 0170 | ASPHALT CURING SEAL | 00358 | TON | 296.00 | 296.000 | 0.000 | 0.000 | 385.00 | 0.00 | ||
| 0180 | ENTRANCE PIPE-15 INCH | 00440 | LF | 1,774.00 | 1,774.000 | 41.000 | 916.000 | 957.000 | 35.10 | 1,439.10 | 33,590.70 |
| 0190 | ENTRANCE PIPE-18 INCH | 00441 | LF | 624.00 | 624.000 | 306.000 | 306.000 | 42.60 | 13,035.60 | ||
| 0200 | ENTRANCE PIPE-24 INCH | 00443 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 54.60 | 6,442.80 | ||
| 0210 | ENTRANCE PIPE-30 INCH | 00445 | LF | 302.00 | 302.000 | 106.000 | 106.000 | 52.30 | 5,543.80 | ||
| 0220 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 56.70 | 0.00 | ||
| 0230 | CULVERT PIPE-15 INCH | 00461 | LF | 2,745.00 | 2,745.000 | 486.000 | 934.000 | 1,420.000 | 53.90 | 26,195.40 | 76,538.00 |
| 0240 | CULVERT PIPE-18 INCH | 00462 | LF | 1,158.00 | 1,158.000 | 91.000 | 723.000 | 814.000 | 57.90 | 5,268.90 | 47,130.60 |
| 0250 | CULVERT PIPE-24 INCH | 00464 | LF | 462.00 | 462.000 | 358.000 | 358.000 | 70.90 | 25,382.20 | ||
| 0260 | CULVERT PIPE-30 INCH | 00466 | LF | 383.00 | 383.000 | 219.000 | 219.000 | 70.60 | 15,461.40 | ||
| 0270 | CULVERT PIPE-36 INCH | 00468 | LF | 164.00 | 164.000 | 92.000 | 92.000 | 122.70 | 11,288.40 | ||
| 0280 | CULVERT PIPE-48 INCH | 00470 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 110.80 | 10,858.40 | ||
| 0290 | CULVERT PIPE-60 INCH | 00472 | LF | 289.00 | 289.000 | 289.000 | 289.000 | 167.00 | 48,263.00 | ||
| 0300 | CULVERT PIPE-18 INCH EQUIV | 00491 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 86.80 | 0.00 | ||
| 0310 | PERFORATED PIPE-4 INCH | 01000 | LF | 20,440.00 | 20,440.000 | 285.000 | 285.000 | 4.30 | 1,225.50 | ||
| 0320 | PERFORATED PIPE-6 INCH | 01001 | LF | 44,150.00 | 44,150.000 | 0.000 | 0.000 | 3.90 | 0.00 | ||
| 0330 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,843.00 | 1,843.000 | 149.000 | 149.000 | 10.40 | 1,549.60 | ||
| 0340 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 2,442.00 | 2,442.000 | 0.000 | 0.000 | 9.30 | 0.00 | ||
| 0350 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,700.00 | 0.00 | ||
| 0360 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 430.00 | 0.00 | ||
| 0370 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 438.00 | 0.00 | ||
| 0380 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 440.00 | 0.00 | ||
| 0390 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0400 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 454.00 | 0.00 | ||
| 0410 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 470.00 | 0.00 | ||
| 0420 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 454.00 | 0.00 | ||
| 0430 | REMOVE PIPE | 01310 | LF | 621.00 | 621.000 | 0.000 | 0.000 | 12.00 | 0.00 | ||
| 0440 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 6.000 | 1,180.00 | 3,540.00 | 7,080.00 |
| 0450 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 1,230.00 | 1,230.00 | ||
| 0460 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,720.00 | 0.00 | ||
| 0470 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0480 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,940.00 | 0.00 | ||
| 0490 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,230.00 | 2,230.00 | ||
| 0500 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,880.00 | 3,880.00 | ||
| 0510 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,620.00 | 0.00 | ||
| 0520 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,460.00 | 0.00 | ||
| 0530 | DROP BOX INLET TYPE 5B | 01505 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 2.000 | 3,610.00 | 3,610.00 | 7,220.00 |
| 0540 | DROP BOX INLET TYPE 5F | 01517 | EACH | 18.00 | 18.000 | 1.500 | 5.000 | 6.500 | 3,360.00 | 5,040.00 | 21,840.00 |
| 0550 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,970.00 | 0.00 | ||
| 0560 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,670.00 | 1,670.00 | ||
| 0570 | FLUME INLET TYPE 2 | 01691 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,050.00 | 0.00 | ||
| 0580 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 1,740.00 | 1,740.00 | ||
| 0590 | MANHOLE TYPE B | 01761 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,450.00 | 4,900.00 | ||
| 0600 | ASPHALT WEDGE CURB | 01897 | LF | 2,638.25 | 2,638.250 | 0.000 | 0.000 | 4.50 | 0.00 | ||
| 0610 | BARRICADE-TYPE III | 02014 | EACH | 37.00 | 37.000 | 2.000 | 2.000 | 104.00 | 208.00 | ||
| 0620 | REMOVE PAVEMENT | 02091 | SQYD | 7,143.00 | 7,143.000 | 0.000 | 0.000 | 4.80 | 0.00 | ||
| 0630 | TEMPORARY DITCH | 02159 | LF | 23,400.00 | 23,400.000 | 5,885.000 | 5,885.000 | 1.70 | 10,004.50 | ||
| 0640 | GRANULAR EMBANKMENT | 02223 | CUYD | 13,571.00 | 13,571.000 | 226.300 | 226.300 | 19.30 | 4,367.59 | ||
| 0650 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 0.50 | 0.00 | ||
| 0660 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 42,463.00 | 42,463.000 | 0.000 | 0.000 | 4.85 | 0.00 | ||
| 0670 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 46.00 | 0.00 | ||
| 0680 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 515.00 | 0.00 | ||
| 0690 | REMOVE GUARDRAIL | 02381 | LF | 5,045.00 | 5,045.000 | 5,562.500 | 5,562.500 | 1.34 | 7,453.75 | ||
| 0700 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 1,960.00 | 0.00 | ||
| 0710 | TEMPORARY GUARDRAIL | 02397 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 12.40 | 0.00 | ||
| 0720 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 258.00 | 258.000 | 0.000 | 0.000 | 87.60 | 0.00 | ||
| 0730 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 63.80 | 0.00 | ||
| 0740 | WITNESS POST | 02432 | EACH | 151.00 | 151.000 | 0.000 | 0.000 | 46.40 | 0.00 | ||
| 0750 | CHANNEL LINING CLASS II | 02483 | TON | 14,154.00 | 14,154.000 | 624.210 | 2,330.580 | 2,954.790 | 21.80 | 13,607.77 | 64,414.42 |
| 0760 | CHANNEL LINING CLASS III | 02484 | TON | 1,769.00 | 1,769.000 | 207.600 | 207.600 | 24.00 | 4,982.40 | ||
| 0770 | CHANNEL LINING CLASS III | 02484 | TON | 7,044.00 | 7,044.000 | 906.200 | 4,762.170 | 5,668.370 | 24.00 | 21,748.80 | 136,040.88 |
| 0780 | CLEARING AND GRUBBING 89.9 ACRES | 02545 | LS | 1.00 | 1.000 | 0.170 | 0.250 | 0.420 | 44,000.00 | 7,480.00 | 18,480.00 |
| 0790 | SIGNS | 02562 | SQFT | 2,432.00 | 2,432.000 | 604.000 | 604.000 | 4.70 | 2,838.80 | ||
| 0800 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 61,155.00 | 61,155.000 | 0.000 | 0.000 | 1.60 | 0.00 | ||
| 0810 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 148,000.00 | 0.00 | ||
| 0820 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,200.00 | 0.00 | ||
| 0830 | SAFELOADING | 02690 | CUYD | 134.00 | 134.000 | 0.000 | 0.000 | 216.00 | 0.00 | ||
| 0840 | TEMPORARY SILT FENCE | 02701 | LF | 24,104.00 | 24,104.000 | 5,453.000 | 5,453.000 | 3.70 | 20,176.10 | ||
| 0850 | SAND FOR BLOTTER | 02702 | TON | 738.00 | 738.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0860 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 18.000 | 18.000 | 1,390.00 | 25,020.00 | ||
| 0870 | SILT TRAP TYPE A REFERENCED AS B | 02703 | EACH | 17.00 | 17.000 | 2.000 | 2.000 | 246.00 | 492.00 | ||
| 0880 | SILT TRAP TYPE B | 02704 | EACH | 683.00 | 683.000 | 199.000 | 199.000 | 185.00 | 36,815.00 | ||
| 0890 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 34.00 | 34.000 | 1.000 | 1.000 | 2.000 | 63.00 | 63.00 | 126.00 |
| 0900 | CLEAN SILT TRAP TYPE A REFERENCED AS B | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 239.00 | 0.00 | ||
| 0910 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 2,049.00 | 2,049.000 | 6.000 | 6.000 | 55.00 | 330.00 | ||
| 0920 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 48,208.00 | 48,208.000 | 56.000 | 56.000 | 0.60 | 33.60 | ||
| 0930 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 53,000.00 | 10,600.00 | ||
| 0940 | EROSION CONTROL BLANKET | 05950 | SQYD | 17,645.00 | 17,645.000 | 1,638.670 | 1,638.670 | 1.29 | 2,113.88 | ||
| 0950 | TEMPORARY MULCH | 05952 | SQYD | 436,000.00 | 436,000.000 | 0.000 | 0.000 | 0.12 | 0.00 | ||
| 0960 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 338,061.00 | 338,061.000 | 39,051.673 | 39,051.673 | 0.18 | 7,029.30 | ||
| 0970 | TOPDRESSING FERTILIZER | 05966 | TON | 23.00 | 23.000 | 0.000 | 0.000 | 515.00 | 0.00 | ||
| 0980 | SEEDING AND PROTECTION | 05985 | SQYD | 338,061.00 | 338,061.000 | 47,732.916 | 47,732.916 | 0.37 | 17,661.17 | ||
| 0990 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 73,821.00 | 73,821.000 | 0.000 | 0.000 | 0.01 | 0.00 | ||
| 1000 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 116,396.00 | 116,396.000 | 0.000 | 0.000 | 0.18 | 0.00 | ||
| 1010 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 170,796.00 | 170,796.000 | 0.000 | 0.000 | 0.17 | 0.00 | ||
| 1020 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.75 | 0.00 | ||
| 1030 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 1.75 | 0.00 | ||
| 1040 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 585.00 | 585.000 | 0.000 | 0.000 | 6.75 | 0.00 | ||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 66.48 | 66.480 | 4.250 | 53.415 | 57.665 | 833.00 | 3,540.25 | 48,034.94 |
| 1060 | STEEL REINFORCEMENT | 08150 | LB | 2,873.00 | 2,873.000 | 29.000 | 2,011.000 | 2,040.000 | 3.00 | 87.00 | 6,120.00 |
| 1070 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 266,742.00 | 266,742.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1080 | FUEL ADJUSTMENT | 10020NS | DOLL | 244,082.00 | 244,082.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1090 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 240,068.00 | 240,068.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 1100 | SILT TRAP TYPE C | 20496NS843 | EACH | 270.00 | 270.000 | 0.000 | 0.000 | 588.00 | 0.00 | ||
| 1110 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 810.00 | 810.000 | 0.000 | 0.000 | 55.00 | 0.00 | ||
| 1120 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 210.00 | 0.00 | ||
| 1130 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 504.00 | 504.000 | 758.290 | 4,493.320 | 5,251.610 | 2.00 | 1,516.58 | 10,503.22 |
| 1150 | EMBANKMENT | 21553EN | CUYD | 437,414.00 | 437,414.000 | 20,088.000 | 144,888.240 | 164,976.240 | 3.45 | 69,303.60 | 569,168.02 |
| 1160 | EXCAVATION | 21554EN | CUYD | 635,030.00 | 635,030.000 | 80,082.000 | 314,403.740 | 394,485.740 | 2.92 | 233,839.44 | 1,151,898.36 |
| 1170 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 13,733.50 | 13,733.500 | 0.000 | 0.000 | 19.40 | 0.00 | ||
| Project | DE10000270724 | Fed/State Project Number | NH 27-1 (074) | Category | 0002 BRIDGE | ||||||
| 1180 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 17.10 | 17.100 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1190 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 0.50 | 0.500 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1200 | FOUNDATION PREPARATION 25591 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | ||
| 1210 | CONCRETE-CLASS A | 08100 | CUYD | 129.40 | 129.400 | 122.230 | 122.230 | 330.00 | 40,335.90 | ||
| 1220 | STEEL REINFORCEMENT | 08150 | LB | 19,067.00 | 19,067.000 | 18,011.000 | 18,011.000 | 1.15 | 20,712.65 | ||
| 1500 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 148.30 | 148.300 | 247.580 | 247.580 | 23.00 | 5,694.34 | ||
| Project | DE10000270724 | Fed/State Project Number | NH 27-1 (074) | Category | 0003 BRIDGE | ||||||
| 1230 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 9.10 | 9.100 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1240 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 8.10 | 8.100 | 0.000 | 0.000 | 125.00 | 0.00 | ||
| 1250 | FOUNDATION PREPARATION 25592 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | ||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 102.00 | 102.000 | 100.150 | 100.150 | 330.00 | 33,049.50 | ||
| 1270 | STEEL REINFORCEMENT | 08150 | LB | 14,640.00 | 14,640.000 | 14,375.000 | 14,375.000 | 1.15 | 16,531.25 | ||
| 1510 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 41.10 | 41.100 | 162.940 | 162.940 | 23.00 | 3,747.62 | ||
| Project | DE10000270724 | ||||||||||