|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:08/19/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061055 | Estimate Number | 0069 | Estimate Type FINAL | |||
| District Office | LEXINGTON (07340) Canler, Jonathan W. | ||||||
| Contractor | CENTRAL ROCK J/V NALLY & GIBSON | ADDR SN 2 VC Code VC0000132736 | |||||
| 3009 ATKINSON AVE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 08/23/2012 TO 06/27/2014 | ||||||
| Date Approved | 08/19/2014 | ||||||
| Primary Proj Number | DE105007506W1 | ||||||
| Project No. | IM-NH 75-6 (93) 138 | ||||||
| Primary County | SCOTT | ||||||
| Name of Road | LEXINGTON-COVINGTON ROAD (I-75) | ||||||
| Description | I-75 FROM SOUTH OF POKEBERRY ROAD 138.500 TO GRANT COUNTY LINE MP 143.239 | ||||||
| Date Let | 11/17/2006 | Formal Acceptance | 06/19/2009 | ||||
| Date Awarded | 11/22/2006 | Date Work Began | 11/29/2006 | ||||
| Date Contract Executed | 11/29/2006 | Open To Traffic | 06/19/2009 | ||||
| Date NTP Issued | 11/29/2006 | Actual Completion Date | 06/19/2009 | ||||
| Current Contract Amount | $48,098,438.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $49,880,219.04 |
Total Earnings | $46,441,111.48 |
$46,276,511.48 |
$164,600.00 |
|
| Percent Complete | 96.55 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $1,658,827.13 |
Gross Earnings | $46,441,111.47 |
$46,276,511.47 |
$164,600.00 |
|
| Total Change Orders | $-1,781,780.44 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $46,439,611.47 |
$46,275,011.47 |
$164,600.00 |
|||
| Contract Id | 061055 | Change Order Summary |
County | SCOTT | ||||||
| Estimate Nbr | 0069 | Project Number | IM-NH 75-6 (93) 138 | |||||||
| Contractor | CENTRAL ROCK J/V NALLY & GIBSON | Period | 08/23/2012 TO 06/27/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Embankment Revision and Message Boards | Approved | 03/07/2007 | $119,971.64 | 0.0 | |||||
| 002 | Traffic Revision at Pokeberry Rd. Overpass | Approved | 07/11/2007 | $47,695.53 | 0.0 | |||||
| 003 | Channel Lining Revision | Approved | 09/24/2007 | $237,179.34 | 0.0 | |||||
| 004 | Additional Crash Cushions / Signing | Approved | 09/24/2007 | $36,470.00 | 0.0 | |||||
| 005 | Wedge Curb and Flumes | Approved | 12/17/2007 | $562,327.50 | 0.0 | |||||
| 006 | I-75 Structural Changes | Approved | 09/11/2008 | $106,842.89 | 0.0 | |||||
| 007 | I-75 Roadway Items | Approved | 05/30/2008 | $180,602.69 | 0.0 | |||||
| 008 | Bridge and Signing Items | Approved | 11/20/2008 | $82,578.42 | 0.0 | |||||
| 009 | Liquidated Damages Override | Approved | 10/03/2008 | $0.00 | 0.0 | |||||
| 010 | Milestone Date Adjustment | Approved | 12/29/2008 | $0.00 | 0.0 | |||||
| 011 | Milled Rumble Strips and Northbound Rideability Bonus | Approved | 12/29/2008 | $51,530.60 | 0.0 | |||||
| 012 | Cross Slope Milling | Approved | 04/20/2009 | $85,905.71 | 0.0 | |||||
| 013 | Durable Tape | Approved | 05/20/2009 | $9,758.50 | 0.0 | |||||
| 014 | Topdressing Fertilizer and Underrun Items | Approved | 12/07/2009 | $-3,302,643.26 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LANE CLOSURE ADJUSTMENT | 0009 |
$-1,500.00 |
| LANE CLOSURE ADJUSTMENT | 0009 |
$-500.00 |
| LANE CLOSURE ADJUSTMENT | 0044 |
$500.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 061055 | COMMONWEALTH OF KENTUCKY |
County | SCOTT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE105007506W1 | |||||||
| Estimate Nbr | 0069 | Period | 08/23/2012 TO 06/27/2014 | |||||||
| Contractor | CENTRAL ROCK J/V NALLY & GIBSON | |||||||||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | 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 | 00001M | MTON | 105,275.00 | 105,275.000 | 157,615.820 | 157,615.820 | 17.53 | 2,763,005.32 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 158,314.00 | 121,411.230 | 113,097.230 | 113,097.230 | 35.27 | 3,988,939.30 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 3 | 00069M | MTON | 28,576.00 | 9,766.190 | 1,095.200 | 1,095.200 | 24.00 | 26,284.80 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 17,165.00 | 1,000.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 150.00 | 150.000 | 121.690 | 121.690 | 73.50 | 8,944.21 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 195.00 | 1,085.550 | 1,722.250 | 1,722.250 | 85.63 | 147,476.26 | |||
| 0070 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 41,180.00 | 30,000.000 | 26,580.390 | 26,580.390 | 55.77 | 1,482,388.35 | |||
| 0080 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 38,296.00 | 38,296.000 | 38,350.940 | 38,350.940 | 56.40 | 2,162,993.01 | |||
| 0090 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | MTON | 46,553.00 | 46,553.000 | 50,078.640 | 50,078.640 | 47.95 | 2,401,270.78 | |||
| 0100 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 32,233.00 | 32,233.000 | 25,973.110 | 25,973.110 | 51.33 | 1,333,199.73 | |||
| 0110 | CL4 ASPH BASE 19.0D PG64-22 | 00226M | MTON | 26,271.00 | 26,271.000 | 25,165.910 | 25,165.910 | 50.55 | 1,272,136.75 | |||
| 0120 | CL4 ASPH BASE 19.0D PG76-22 | 00228M | MTON | 20,440.00 | 20,440.000 | 15,612.800 | 15,612.800 | 57.16 | 892,427.64 | |||
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 24.00 | 130.670 | 94.490 | 94.490 | 606.00 | 57,260.94 | |||
| 0140 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | MTON | 10,359.00 | 10,359.000 | 9,422.190 | 9,422.190 | 56.05 | 528,113.74 | |||
| 0150 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | MTON | 15,143.00 | 15,143.000 | 13,719.720 | 13,719.720 | 72.50 | 994,679.70 | |||
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338M | MTON | 230,475.00 | 130,475.000 | 97,060.820 | 97,060.820 | 1.93 | 187,327.38 | |||
| 0170 | ASPHALT CURING SEAL | 00358M | MTON | 146.00 | 146.000 | 111.140 | 111.140 | 440.00 | 48,901.60 | |||
| 0180 | ENTRANCE PIPE-375 MM | 00440M | M | 16.00 | 16.000 | 16.000 | 16.000 | 122.00 | 1,952.00 | |||
| 0190 | CULVERT PIPE-375 MM | 00461M | M | 748.50 | 748.500 | 663.000 | 663.000 | 156.00 | 103,428.00 | |||
| 0200 | CULVERT PIPE-450 MM | 00462M | M | 277.50 | 277.500 | 260.450 | 260.450 | 198.00 | 51,569.10 | |||
| 0210 | CULVERT PIPE-600 MM | 00464M | M | 223.60 | 223.600 | 214.235 | 214.235 | 215.00 | 46,060.52 | |||
| 0220 | CULVERT PIPE-750 MM | 00466M | M | 30.00 | 30.000 | 30.000 | 30.000 | 285.00 | 8,550.00 | |||
| 0230 | CULVERT PIPE-900 MM | 00468M | M | 37.00 | 0.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 0240 | CULVERT PIPE-1050 MM | 00469M | M | 18.00 | 55.000 | 58.200 | 58.200 | 467.00 | 27,179.40 | |||
| 0250 | CULVERT PIPE-1200 MM | 00470M | M | 28.00 | 28.000 | 1.000 | 1.000 | 452.00 | 452.00 | |||
| 0260 | CULVERT PIPE-1800 MM | 00474M | M | 123.00 | 123.000 | 123.000 | 123.000 | 780.00 | 95,940.00 | |||
| 0270 | STORM SEWER PIPE-450 MM | 00522M | M | 20.00 | 20.000 | 20.000 | 20.000 | 180.00 | 3,600.00 | |||
| 0280 | STORM SEWER PIPE-600 MM | 00524M | M | 99.40 | 99.400 | 96.200 | 96.200 | 205.00 | 19,721.00 | |||
| 0290 | STORM SEWER PIPE-750 MM | 00526M | M | 180.50 | 180.500 | 180.500 | 180.500 | 258.00 | 46,569.00 | |||
| 0300 | STORM SEWER PIPE-1200 MM | 00530M | M | 16.00 | 16.000 | 16.000 | 16.000 | 450.00 | 7,200.00 | |||
| 0310 | STORM SEWER PIPE-1650 MM | 00533M | M | 62.00 | 62.000 | 62.000 | 62.000 | 728.00 | 45,136.00 | |||
| 0320 | PERFORATED PIPE-100 MM | 01000M | M | 19,722.00 | 19,722.000 | 20,751.060 | 20,751.060 | 14.18 | 294,250.03 | |||
| 0330 | PERFORATED PIPE-150 MM | 01001M | M | 7,521.00 | 7,521.000 | 7,415.000 | 7,415.000 | 17.22 | 127,686.30 | |||
| 0340 | NON-PERFORATED PIPE-100 MM | 01010M | M | 787.00 | 787.000 | 704.620 | 704.620 | 29.40 | 20,715.82 | |||
| 0350 | NON-PERFORATED PIPE-150 MM | 01011M | M | 319.00 | 319.000 | 252.840 | 252.840 | 37.80 | 9,557.35 | |||
| 0360 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,750.00 | 15,750.00 | |||
| 0370 | PERF PIPE HEADWALL TY 1-100 MM | 01020M | EACH | 7.00 | 7.000 | 12.000 | 12.000 | 431.00 | 5,172.00 | |||
| 0380 | PERF PIPE HEADWALL TY 1-150 MM | 01021M | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 431.00 | 2,155.00 | |||
| 0390 | PERF PIPE HEADWALL TY 2-100 MM | 01024M | EACH | 77.00 | 77.000 | 63.000 | 63.000 | 431.00 | 27,153.00 | |||
| 0400 | PERF PIPE HEADWALL TY 2-150 MM | 01025M | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 431.00 | 4,310.00 | |||
| 0410 | PERF PIPE HEADWALL TY 3-100 MM | 01028M | EACH | 21.00 | 21.000 | 19.000 | 19.000 | 457.00 | 8,683.00 | |||
| 0420 | PERF PIPE HEADWALL TY 3-150 MM | 01029M | EACH | 11.00 | 11.000 | 13.000 | 13.000 | 457.00 | 5,941.00 | |||
| 0430 | PERF PIPE HEADWALL TY 4-100 MM | 01032M | EACH | 7.00 | 7.000 | 14.000 | 14.000 | 457.00 | 6,398.00 | |||
| 0440 | PERF PIPE HEADWALL TY 4-150 MM | 01033M | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 457.00 | 4,113.00 | |||
| 0450 | METAL END SECTION TY 4-1050 MM | 01416M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0460 | S & F BOX INLET-OUTLET-600 MM | 01451M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| 0470 | DROP BOX INLET TYPE 1 | 01490 | EACH | 25.00 | 25.000 | 23.000 | 23.000 | 3,100.00 | 71,300.00 | |||
| 0480 | DROP BOX INLET TYPE 5E | 01514 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 0490 | CONC MED BARR BOX INLET TY 350A2 | 01614M | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,800.00 | 6,800.00 | |||
| 0500 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0510 | MANHOLE TYPE C | 01767 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,600.00 | 23,000.00 | |||
| 0520 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 596.00 | 596.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0530 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 625.00 | 625.000 | 359.000 | 359.000 | 8.00 | 2,872.00 | |||
| 0540 | CONC MEDIAN BARRIER TYPE 350C1 | 01988M | M | 322.71 | 322.710 | 312.800 | 312.800 | 255.00 | 79,764.00 | |||
| 0550 | RELOCATE TEMP CONC MED BARRIER | 02003M | M | 14,896.00 | 15,392.000 | 11,773.000 | 11,773.000 | 12.45 | 146,573.85 | |||
| 0560 | TEMPORARY DITCH | 02159M | M | 3,900.00 | 3,900.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0570 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 587.50 | 587.500 | 461.500 | 461.500 | 13.05 | 6,022.57 | |||
| 0580 | REMOVE FENCE | 02265M | M | 513.00 | 513.000 | 513.000 | 513.000 | 5.50 | 2,821.50 | |||
| 0590 | REMOVE & REPLACE FENCE | 02268M | M | 14,718.00 | 14,718.000 | 15,000.000 | 15,000.000 | 18.55 | 278,250.00 | |||
| 0600 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 15,310.81 | 15,310.810 | 14,771.157 | 14,771.157 | 58.50 | 864,112.68 | |||
| 0610 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 44.00 | 132.00 | |||
| 0620 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 2,155.00 | 32,325.00 | |||
| 0630 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,540.00 | 27,940.00 | |||
| 0640 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 30.00 | 30.000 | 33.000 | 33.000 | 500.00 | 16,500.00 | |||
| 0650 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 815.00 | 2,445.00 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 24.00 | 24.000 | 22.000 | 22.000 | 510.00 | 11,220.00 | |||
| 0670 | REMOVE GUARDRAIL | 02381M | M | 13,997.58 | 13,997.580 | 14,947.213 | 14,947.213 | 2.75 | 41,104.83 | |||
| 0680 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 315.00 | 1,260.00 | |||
| 0690 | R/W MARKER RURAL TYPE 1A | 02433 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0700 | R/W MARKER RURAL TYPE 3 | 02436 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0710 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 30.00 | 60.00 | |||
| 0720 | CHANNEL LINING CLASS IV | 02488M | CU M | 7,703.00 | 0.000 | 0.000 | 0.000 | 17.70 | 0.00 | |||
| 0730 | CLEARING AND GRUBBING 79 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 245,000.00 | 245,000.00 | |||
| 0740 | SIGNS | 02562M | SQ M | 63.00 | 100.000 | 85.001 | 85.001 | 110.00 | 9,350.11 | |||
| 0750 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 11,250.00 | 11,250.000 | 2,031.690 | 2,031.690 | 1.45 | 2,945.95 | |||
| 0760 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 79,024.00 | 79,024.000 | 36,496.790 | 36,496.790 | 1.60 | 58,394.86 | |||
| 0770 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,000.00 | 225,000.00 | |||
| 0780 | LANE CLOSURE | 02653 | EACH | 10.00 | 12.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0790 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 6.000 | 4.000 | 4.000 | 16,000.00 | 64,000.00 | |||
| 0800 | SAFELOADING | 02690M | CU M | 147.98 | 147.980 | 116.540 | 116.540 | 230.00 | 26,804.20 | |||
| 0810 | TEMPORARY SILT FENCE | 02701M | M | 7,900.00 | 7,900.000 | 4,162.830 | 4,162.830 | 5.00 | 20,814.15 | |||
| 0820 | SILT TRAP TYPE A | 02703 | EACH | 300.00 | 150.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 0830 | SILT TRAP TYPE B | 02704 | EACH | 300.00 | 402.000 | 447.000 | 447.000 | 200.00 | 89,400.00 | |||
| 0840 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 900.00 | 450.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0850 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 900.00 | 450.000 | 363.000 | 363.000 | 45.00 | 16,335.00 | |||
| 0860 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 23,600.00 | 8,600.000 | 53.680 | 53.680 | 1.25 | 67.10 | |||
| 0870 | SEDIMENTATION BASIN | 02711M | CU M | 2,004.00 | 1,002.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0880 | CLEAN SEDIMENTATION BASIN | 02712M | CU M | 4,008.00 | 2,004.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0890 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 0900 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 568,000.00 | 568,000.00 | |||
| 0910 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0920 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 6.000 | 6.000 | 6.000 | 8,100.00 | 48,600.00 | |||
| 0930 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0940 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 15,604.00 | 15,604.000 | 15,540.360 | 15,540.360 | 117.00 | 1,818,222.12 | |||
| 0950 | HPS LUMINAIRE OFFSET | 04772 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 0960 | POLE 13.7 M WOODEN | 04873M | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 735.00 | 1,470.00 | |||
| 0970 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,500.00 | 42,000.00 | |||
| 0980 | EROSION CONTROL BLANKET | 05950M | SQ M | 68,100.00 | 68,100.000 | 17,539.000 | 17,539.000 | 1.30 | 22,800.70 | |||
| 0990 | TEMPORARY MULCH | 05952M | SQ M | 137,500.00 | 137,500.000 | 14,778.000 | 14,778.000 | 0.15 | 2,216.70 | |||
| 1000 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 137,500.00 | 137,500.000 | 56,649.000 | 56,649.000 | 0.21 | 11,896.29 | |||
| 1010 | SEEDING AND PROTECTION | 05985M | SQ M | 550,000.00 | 550,000.000 | 625,873.535 | 625,873.535 | 0.29 | 181,503.32 | |||
| 1020 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 450,000.00 | 450,000.000 | 566,717.010 | 566,717.010 | 0.14 | 79,340.38 | |||
| 1030 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | M | 34,116.00 | 34,886.000 | 73,076.190 | 73,076.190 | 0.65 | 47,499.52 | |||
| 1040 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 46,310.00 | 45,805.250 | 20,492.650 | 20,492.650 | 2.40 | 49,182.36 | |||
| 1050 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 30,942.00 | 30,605.500 | 13,405.890 | 13,405.890 | 2.40 | 32,174.13 | |||
| 1060 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | M | 1,113.00 | 1,113.000 | 514.230 | 514.230 | 8.70 | 4,473.80 | |||
| 1070 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 21,364.00 | 21,364.000 | 337.050 | 337.050 | 4.50 | 1,516.72 | |||
| 1080 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 21,155.00 | 21,155.000 | 269.950 | 269.950 | 4.50 | 1,214.77 | |||
| 1090 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 5,333.00 | 5,333.000 | 198.000 | 198.000 | 6.60 | 1,306.80 | |||
| 1100 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 2,675.00 | 2,675.000 | 334.000 | 334.000 | 6.60 | 2,204.40 | |||
| 1110 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 2,564.00 | 2,564.000 | 1,153.000 | 1,153.000 | 22.00 | 25,366.00 | |||
| 1120 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 1,290.00 | 1,290.000 | 642.000 | 642.000 | 8.80 | 5,649.60 | |||
| 1130 | CONCRETE-CLASS A | 08100M | CU M | 93.90 | 93.900 | 72.855 | 72.855 | 1,275.00 | 92,890.12 | |||
| 1140 | STEEL REINFORCEMENT | 08150M | KG | 2,434.10 | 2,434.100 | 1,708.200 | 1,708.200 | 2.50 | 4,270.50 | |||
| 1150 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 504,000.00 | 504,000.000 | 97,753.060 | 97,753.060 | 1.00 | 97,753.06 | |||
| 1160 | FUEL ADJUSTMENT | 10020NS | DOLL | 477,984.00 | 477,984.000 | 850,828.980 | 850,828.980 | 1.00 | 850,828.98 | |||
| 1170 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 560,267.00 | 560,267.000 | 686,881.370 | 686,881.370 | 1.00 | 686,881.37 | |||
| 1180 | SILT TRAP TYPE C | 20496NS843 | EACH | 150.00 | 150.000 | 38.000 | 38.000 | 300.00 | 11,400.00 | |||
| 1190 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 450.00 | 450.000 | 20.000 | 20.000 | 45.00 | 900.00 | |||
| 1200 | SAWCUT PAVEMENT | 20671MD | M | 15,471.00 | 15,471.000 | 15,471.000 | 15,471.000 | 1.65 | 25,527.15 | |||
| 1210 | BORE AND JACK PIPE-600MM | 20935MD | M | 137.50 | 137.500 | 137.500 | 137.500 | 1,185.00 | 162,937.50 | |||
| 1220 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1230 | TURF REINFORCEMENT MAT | 21425MD | SQ M | 25,704.00 | 0.000 | 0.000 | 0.000 | 4.82 | 0.00 | |||
| 1240 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21435MS214 | SQ M | 7,516.00 | 7,516.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1250 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | -0.044 | 1.000 | 0.956 | 350,000.00 | -15,400.00 | 334,600.00 | |
| 1260 | EXCAVATION | 21707MN | CU M | 971,073.00 | 971,073.000 | 969,458.220 | 969,458.220 | 3.00 | 2,908,374.66 | |||
| 1270 | EMBANKMENT | 21708MN | CU M | 919,396.00 | 933,602.000 | 933,602.000 | 933,602.000 | 3.94 | 3,678,391.88 | |||
| 3710 | BORE AND JACK PIPE - 750MM | 21791MD | M | 129.00 | 129.000 | 129.300 | 129.300 | 1,500.00 | 193,950.00 | |||
| 3720 | BORE AND JACK PIPE - 1050MM | 21792MD | M | 31.00 | 31.000 | 31.000 | 31.000 | 2,100.00 | 65,100.00 | |||
| 3730 | BORE AND JACK PIPE - 1200MM | 21793MD | M | 48.50 | 48.500 | 48.500 | 48.500 | 2,050.00 | 99,425.00 | |||
| 3740 | CL3 ASPH BASE 25.0D PG64-22 EDGE DRAIN CAP | 00214M | MTON | 2,050.00 | 1,025.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 8001 | MOBILIZATION Special-Pokeberry Traffic Rev. | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,317.23 | 22,317.23 | |||
| 8002 | PAVE STRIPING REMOVAL-150 MM Water Blast | 06531M | M | 0.00 | 490.000 | 76.200 | 76.200 | 5.63 | 429.00 | |||
| 8003 | CHANNEL LINING CLASS II | 02483M | MTON | 0.00 | 7,212.030 | 6,910.050 | 6,910.050 | 29.75 | 205,573.98 | |||
| 8004 | CHANNEL LINING CLASS III | 02484M | MTON | 0.00 | 7,019.760 | 8,644.470 | 8,644.470 | 33.70 | 291,318.63 | |||
| 8005 | SPECIAL HEADER CURB CONCRETE WEDGE CURB | 01877M | M | 0.00 | 5,720.125 | 5,720.125 | 5,720.125 | 34.45 | 197,058.30 | |||
| 8006 | FLUME INLET TYPE 1 | 01690 | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 3,840.00 | 7,680.00 | |||
| 8007 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 52.000 | 40.000 | 40.000 | 4,000.00 | 160,000.00 | |||
| 8016 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -66,500.000 | -66,500.000 | 1.00 | -66,500.00 | |||
| 8017 | MILLED RUMBLE STRIPS | 20527MD | M | 0.00 | 28,397.000 | 27,460.000 | 27,460.000 | 1.05 | 28,833.00 | |||
| 8018 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 21,713.750 | 50,012.480 | 50,012.480 | 1.00 | 50,012.48 | |||
| 8019 | ASPH PAVE MILLING & TEXTURING Cross Slope Milling | 02677M | MTON | 0.00 | 3,463.940 | 3,463.940 | 3,463.940 | 24.80 | 85,905.71 | |||
| 8020 | PAVE STRIPING-DUR TY 1-150MM Y Mainline Bridges | 06557M | M | 0.00 | 336.500 | 335.000 | 335.000 | 14.00 | 4,690.00 | |||
| 8021 | PAVE STRIPING-DUR TY 1-150MM W Mainline Bridges | 06556M | M | 0.00 | 504.750 | 499.700 | 499.700 | 14.00 | 6,995.80 | |||
| 8022 | TOPDRESSING FERTILIZER | 05966M | MTON | 0.00 | 36.120 | 36.280 | 36.280 | 820.94 | 29,783.70 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0002 BRIDGE | |||||||
| 1280 | PERFORATED PIPE-100 MM | 01000M | M | 38.00 | 38.000 | 46.000 | 46.000 | 2.60 | 119.60 | |||
| 1290 | NON-PERFORATED PIPE-100 MM | 01010M | M | 18.00 | 18.000 | 10.000 | 10.000 | 4.00 | 40.00 | |||
| 1300 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 124.00 | 124.000 | 38.736 | 38.736 | 29.00 | 1,123.34 | |||
| 1310 | MASONRY COATING | 02998M | SQ M | 907.00 | 907.000 | 907.000 | 907.000 | 9.00 | 8,163.00 | |||
| 1320 | ARMORED EDGE FOR CONCRETE | 03299M | M | 36.00 | 36.000 | 36.000 | 36.000 | 152.00 | 5,472.00 | |||
| 1330 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 24.00 | 24.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1340 | FOUNDATION PREPARATION DRAWING NO. 24530 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,340.00 | 15,340.00 | |||
| 1350 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 428.00 | 428.000 | 423.640 | 423.640 | 22.00 | 9,320.08 | |||
| 1360 | TEST PILES | 08033M | M | 12.00 | 13.320 | 13.320 | 13.320 | 120.00 | 1,598.40 | |||
| 1370 | PRE-DRILLING FOR PILES | 08039M | M | 92.00 | 92.000 | 89.300 | 89.300 | 235.00 | 20,985.50 | |||
| 1380 | PILES-STEEL HP310X79 | 08046M | M | 93.00 | 111.380 | 111.380 | 111.380 | 107.00 | 11,917.66 | |||
| 1390 | PILE POINTS-310 MM | 08094M | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 100.00 | 2,000.00 | |||
| 1400 | CONCRETE-CLASS A | 08100M | CU M | 140.90 | 140.900 | 140.900 | 140.900 | 422.00 | 59,459.80 | |||
| 1410 | CONCRETE-CLASS AA | 08104M | CU M | 316.90 | 316.900 | 316.900 | 316.900 | 520.00 | 164,788.00 | |||
| 1420 | STEEL REINFORCEMENT | 08150M | KG | 11,398.00 | 11,398.000 | 11,398.000 | 11,398.000 | 1.75 | 19,946.50 | |||
| 1430 | STEEL REINF-EPOXY COATED | 08151M | KG | 44,846.00 | 44,846.000 | 44,846.000 | 44,846.000 | 1.93 | 86,552.78 | |||
| 1440 | STRUCTURAL STEEL 3864 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1450 | ELECTRICAL CONDUIT DRAWING NO. 24530 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 1460 | PRECAST PC I BEAM TYPE 3 | 08633M | M | 357.80 | 357.800 | 357.800 | 357.800 | 740.00 | 264,772.00 | |||
| 1470 | DRILLED SHAFT-1372MM -COMMON | 20383MD | M | 18.00 | 20.853 | 20.853 | 20.853 | 3,814.00 | 79,533.34 | |||
| 1480 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 58.00 | 1,160.00 | |||
| 1490 | MECHANICAL REINFORCEMENT COUPLERS #22 | 21304EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 72.00 | 1,152.00 | |||
| 1500 | MECHANICAL REINFORCEMENT COUPLERS #32 | 21307 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 84.00 | 2,016.00 | |||
| 1510 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 514.00 | 514.000 | 514.000 | 514.000 | 31.00 | 15,934.00 | |||
| 1520 | DRILLED SHAFT 1372 MM (ROCK) | 21311MD | M | 16.00 | 16.679 | 16.679 | 16.679 | 3,327.00 | 55,491.03 | |||
| 1530 | DRILLED SHAFT 1524 MM (COMMON) | 21312MD | M | 2.00 | 2.000 | 0.000 | 0.000 | 2,356.00 | 0.00 | |||
| 1540 | DRILLED SHAFT 1524 MM (ROCK) | 21313MD | M | 12.00 | 12.660 | 12.660 | 12.660 | 3,643.00 | 46,120.38 | |||
| 1550 | SUBSURFACE EXPLORATION BORINGS | 21318NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,250.00 | 26,000.00 | |||
| 1560 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 800.00 | 6,400.00 | |||
| 1570 | CSL TESTING (4 TUBES) | 21321NC | EACH | 8.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 1580 | CSL TESTING MOBILIZATION | 21725NN | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8014 | CSL TESTING Special Retest and Core Test | 22839NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,244.56 | 3,244.56 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0003 BRIDGE | |||||||
| 1590 | PERFORATED PIPE-100 MM | 01000M | M | 40.00 | 40.000 | 20.000 | 20.000 | 2.60 | 52.00 | |||
| 1600 | NON-PERFORATED PIPE-100 MM | 01010M | M | 18.00 | 18.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1610 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 147.00 | 147.000 | 30.600 | 30.600 | 29.00 | 887.40 | |||
| 1620 | MASONRY COATING | 02998M | SQ M | 1,225.00 | 1,225.000 | 1,225.000 | 1,225.000 | 9.00 | 11,025.00 | |||
| 1630 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 140.00 | 140.000 | 86.320 | 86.320 | 29.00 | 2,503.28 | |||
| 1640 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 4.00 | 4.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1650 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 620.00 | 620.000 | 562.640 | 562.640 | 22.00 | 12,378.08 | |||
| 1660 | TEST PILES | 08033M | M | 19.00 | 19.000 | 19.000 | 19.000 | 120.00 | 2,280.00 | |||
| 1670 | PRE-DRILLING FOR PILES | 08039M | M | 149.00 | 169.000 | 147.415 | 147.415 | 235.00 | 34,642.52 | |||
| 1680 | PILES-STEEL HP310X79 | 08046M | M | 142.00 | 162.000 | 171.808 | 171.808 | 107.00 | 18,383.45 | |||
| 1690 | PILE POINTS-310 MM | 08094M | EACH | 20.00 | 22.000 | 21.000 | 21.000 | 100.00 | 2,100.00 | |||
| 1700 | CONCRETE-CLASS A | 08100M | CU M | 163.50 | 163.500 | 163.500 | 163.500 | 422.00 | 68,997.00 | |||
| 1710 | CONCRETE-CLASS AA | 08104M | CU M | 393.90 | 393.900 | 393.900 | 393.900 | 520.00 | 204,828.00 | |||
| 1720 | STEEL REINFORCEMENT | 08150M | KG | 13,844.00 | 13,844.000 | 13,844.000 | 13,844.000 | 1.75 | 24,227.00 | |||
| 1730 | STEEL REINF-EPOXY COATED | 08151M | KG | 57,297.00 | 57,297.000 | 58,660.400 | 58,660.400 | 1.93 | 113,214.57 | |||
| 1740 | STRUCTURAL STEEL 6675 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 1750 | ELECTRICAL CONDUIT DRAWING NO. 24549 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1760 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 457.90 | 457.900 | 457.900 | 457.900 | 702.00 | 321,445.80 | |||
| 1770 | DRILLED SHAFT-1372MM -COMMON | 20383MD | M | 28.00 | 30.960 | 30.960 | 30.960 | 3,814.00 | 118,081.44 | |||
| 1780 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 58.00 | 1,160.00 | |||
| 1790 | MECHANICAL REINFORCEMENT COUPLERS #22 | 21304EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 72.00 | 1,152.00 | |||
| 1800 | MECHANICAL REINFORCEMENT COUPLERS #32 | 21307 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 84.00 | 2,688.00 | |||
| 1810 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 670.00 | 670.000 | 670.000 | 670.000 | 31.00 | 20,770.00 | |||
| 1820 | DRILLED SHAFT 1372 MM (ROCK) | 21311MD | M | 11.00 | 11.000 | 15.620 | 15.620 | 3,327.00 | 51,967.74 | |||
| 1830 | DRILLED SHAFT 1524 MM (COMMON) | 21312MD | M | 9.00 | 9.000 | 11.400 | 11.400 | 2,356.00 | 26,858.40 | |||
| 1840 | DRILLED SHAFT 1524 MM (ROCK) | 21313MD | M | 11.00 | 11.000 | 12.650 | 12.650 | 3,643.00 | 46,083.95 | |||
| 1850 | SUBSURFACE EXPLORATION BORINGS | 21318NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,250.00 | 26,000.00 | |||
| 1860 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 800.00 | 6,400.00 | |||
| 1870 | CSL TESTING (4 TUBES) | 21321NC | EACH | 8.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 1880 | CSL TESTING MOBILIZATION | 21725NN | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8010 | EW~ Steel Casings (04 Spec.) | 10093MX | M | 0.00 | 17.080 | 17.080 | 17.080 | 1,408.84 | 24,062.98 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0004 BRIDGE | |||||||
| 1890 | PERFORATED PIPE-100 MM | 01000M | M | 22.00 | 22.000 | 15.000 | 15.000 | 2.60 | 39.00 | |||
| 1900 | NON-PERFORATED PIPE-100 MM | 01010M | M | 20.00 | 20.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1910 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 75.00 | 75.000 | 73.440 | 73.440 | 29.00 | 2,129.76 | |||
| 1920 | MASONRY COATING | 02998M | SQ M | 1,074.00 | 1,074.000 | 1,074.000 | 1,074.000 | 9.00 | 9,666.00 | |||
| 1930 | ARMORED EDGE FOR CONCRETE | 03299M | M | 20.00 | 20.000 | 20.000 | 20.000 | 152.00 | 3,040.00 | |||
| 1940 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 240.00 | 240.000 | 69.490 | 69.490 | 45.00 | 3,127.05 | |||
| 1950 | FOUNDATION PREPARATION DRAWING NO. 24553 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 21,340.00 | 21,340.00 | |||
| 1960 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 170.00 | 170.000 | 183.350 | 183.350 | 22.00 | 4,033.70 | |||
| 1970 | TEST PILES | 08033M | M | 13.00 | 14.566 | 14.566 | 14.566 | 120.00 | 1,747.92 | |||
| 1980 | PRE-DRILLING FOR PILES | 08039M | M | 74.00 | 74.000 | 67.900 | 67.900 | 235.00 | 15,956.50 | |||
| 1990 | PILES-STEEL HP310X79 | 08046M | M | 69.00 | 79.383 | 79.383 | 79.383 | 107.00 | 8,493.98 | |||
| 2000 | PILE POINTS-310 MM | 08094M | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 2010 | CONCRETE-CLASS A | 08100M | CU M | 154.90 | 154.900 | 147.349 | 147.349 | 422.00 | 62,181.27 | |||
| 2020 | CONCRETE-CLASS AA | 08104M | CU M | 265.50 | 265.500 | 265.500 | 265.500 | 520.00 | 138,060.00 | |||
| 2030 | STEEL REINFORCEMENT | 08150M | KG | 21,268.00 | 21,268.000 | 21,268.000 | 21,268.000 | 1.75 | 37,219.00 | |||
| 2040 | STEEL REINF-EPOXY COATED | 08151M | KG | 37,549.00 | 37,549.000 | 37,549.000 | 37,549.000 | 1.93 | 72,469.57 | |||
| 2050 | ELECTRICAL CONDUIT DRAWING NO. 24553 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 2060 | PRECAST PC I BEAM TYPE 7 | 08637M | M | 299.20 | 299.200 | 299.200 | 299.200 | 1,090.00 | 326,128.00 | |||
| 2070 | REMOVE AND TRANSPORT HANDRAIL | 20459ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 2080 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 2090 | MECHANICAL REINFORCEMENT COUPLERS #25 | 21305EC | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 2100 | MECHANICAL REINFORCEMENT COUPLERS #29 | 21306EC | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 2110 | MECHANICAL REINFORCEMENT COUPLERS #16 EPOXY COATED | 21309EC | EACH | 910.00 | 910.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2120 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0005 BRIDGE | |||||||
| 2130 | PERFORATED PIPE-100 MM | 01000M | M | 39.00 | 39.000 | 30.000 | 30.000 | 2.60 | 78.00 | |||
| 2140 | NON-PERFORATED PIPE-100 MM | 01010M | M | 36.00 | 36.000 | 15.000 | 15.000 | 4.00 | 60.00 | |||
| 2150 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 80.00 | 80.000 | 79.560 | 79.560 | 29.00 | 2,307.24 | |||
| 2160 | MASONRY COATING | 02998M | SQ M | 1,058.00 | 1,058.000 | 1,058.000 | 1,058.000 | 9.00 | 9,522.00 | |||
| 2170 | ARMORED EDGE FOR CONCRETE | 03299M | M | 22.00 | 22.000 | 22.000 | 22.000 | 152.00 | 3,344.00 | |||
| 2180 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 501.00 | 501.000 | 123.780 | 123.780 | 45.00 | 5,570.10 | |||
| 2190 | FOUNDATION PREPARATION DRAWING NO. 24554 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,700.00 | 14,700.00 | |||
| 2200 | CONCRETE-CLASS A | 08100M | CU M | 196.70 | 196.700 | 174.128 | 174.128 | 422.00 | 73,482.01 | |||
| 2210 | CONCRETE-CLASS AA | 08104M | CU M | 277.40 | 277.400 | 277.400 | 277.400 | 520.00 | 144,248.00 | |||
| 2220 | STEEL REINFORCEMENT | 08150M | KG | 23,253.00 | 23,253.000 | 23,253.000 | 23,253.000 | 1.75 | 40,692.75 | |||
| 2230 | STEEL REINF-EPOXY COATED | 08151M | KG | 37,684.00 | 37,684.000 | 37,684.000 | 37,684.000 | 1.93 | 72,730.12 | |||
| 2240 | ELECTRICAL CONDUIT DRAWING NO. 24554 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 2250 | PRECAST PC I BEAM TYPE 7 | 08637M | M | 299.20 | 299.200 | 299.200 | 299.200 | 1,090.00 | 326,128.00 | |||
| 2260 | REMOVE AND TRANSPORT HANDRAIL | 20459ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 2270 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 2280 | MECHANICAL REINFORCEMENT COUPLERS #19 | 21303EC | EACH | 52.00 | 52.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 2290 | MECHANICAL REINFORCEMENT COUPLERS #29 | 21306EC | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 79.00 | 0.00 | |||
| 2300 | MECHANICAL REINFORCEMENT COUPLERS #16 EPOXY COATED | 21309EC | EACH | 892.00 | 892.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2310 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 8008 | MASS CONCRETE KY 608 over NB I-75 | 10040MS | CU M | 0.00 | 36.720 | 36.720 | 36.720 | 231.40 | 8,497.00 | |||
| 8013 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 0.00 | 170.000 | 202.960 | 202.960 | 22.00 | 4,465.12 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0006 BRIDGE | |||||||
| 2320 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 126.00 | 126.000 | 36.720 | 36.720 | 29.00 | 1,064.88 | |||
| 2330 | MASONRY COATING | 02998M | SQ M | 1,152.00 | 1,152.000 | 1,152.000 | 1,152.000 | 9.00 | 10,368.00 | |||
| 2340 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 489.00 | 489.000 | 157.680 | 157.680 | 29.00 | 4,572.72 | |||
| 2350 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 4.00 | 4.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 2360 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 685.00 | 685.000 | 762.500 | 762.500 | 22.00 | 16,775.00 | |||
| 2370 | TEST PILES | 08033M | M | 22.00 | 22.000 | 20.420 | 20.420 | 120.00 | 2,450.40 | |||
| 2380 | PRE-DRILLING FOR PILES | 08039M | M | 215.00 | 215.000 | 198.800 | 198.800 | 235.00 | 46,718.00 | |||
| 2390 | PILES-STEEL HP360X108 | 08050M | M | 211.00 | 211.000 | 212.760 | 212.760 | 146.00 | 31,062.96 | |||
| 2400 | PILE POINTS-360 MM | 08095M | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 112.00 | 2,688.00 | |||
| 2410 | CONCRETE-CLASS A | 08100M | CU M | 190.60 | 190.600 | 190.600 | 190.600 | 422.00 | 80,433.20 | |||
| 2420 | CONCRETE-CLASS AA | 08104M | CU M | 447.60 | 447.600 | 447.600 | 447.600 | 520.00 | 232,752.00 | |||
| 2430 | STEEL REINFORCEMENT | 08150M | KG | 13,658.00 | 13,658.000 | 13,658.000 | 13,658.000 | 1.75 | 23,901.50 | |||
| 2440 | STEEL REINF-EPOXY COATED | 08151M | KG | 59,436.00 | 59,436.000 | 59,436.000 | 59,436.000 | 1.93 | 114,711.48 | |||
| 2450 | STRUCTURAL STEEL 1780 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,200.00 | 9,200.00 | |||
| 2460 | ELECTRICAL CONDUIT DRAWING NO. 24560 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 2470 | PRECAST PC I BEAM TYPE 4 | 08634M | M | 497.70 | 497.700 | 497.700 | 497.700 | 702.00 | 349,385.40 | |||
| 2480 | DRILLED SHAFT-1372MM -COMMON | 20383MD | M | 28.30 | 29.814 | 29.814 | 29.814 | 3,814.00 | 113,710.59 | |||
| 2490 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 58.00 | 1,160.00 | |||
| 2500 | MECHANICAL REINFORCEMENT COUPLERS #22 | 21304EC | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 72.00 | 1,152.00 | |||
| 2510 | MECHANICAL REINFORCEMENT COUPLERS #32 | 21307 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 84.00 | 2,016.00 | |||
| 2520 | MECHANICAL REINFORCEMENT COUPLERS #36 | 21308EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 89.00 | 712.00 | |||
| 2530 | MECHANICAL REINFORCEMENT COUPLERS #16 EPOXY COATED | 21309EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2540 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 728.00 | 728.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 2550 | DRILLED SHAFT 1372 MM (ROCK) | 21311MD | M | 14.40 | 19.280 | 19.280 | 19.280 | 3,327.00 | 64,144.56 | |||
| 2560 | DRILLED SHAFT 1524 MM (COMMON) | 21312MD | M | 9.00 | 9.000 | 10.770 | 10.770 | 2,356.00 | 25,374.12 | |||
| 2570 | DRILLED SHAFT 1524 MM (ROCK) | 21313MD | M | 14.10 | 14.100 | 16.960 | 16.960 | 3,643.00 | 61,785.28 | |||
| 2580 | SUBSURFACE EXPLORATION BORINGS | 21318NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,250.00 | 26,000.00 | |||
| 2590 | CSL ACCESS TUBING (4 TUBES) | 21319NC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 800.00 | 6,400.00 | |||
| 2600 | CSL TESTING (4 TUBES) | 21321NC | EACH | 8.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 2610 | CSL TESTING MOBILIZATION | 21725NN | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8011 | EW~ Steel Casings (04 Spec.) | 10093MX | M | 0.00 | 13.120 | 13.120 | 13.120 | 1,408.84 | 18,483.98 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0007 BRIDGE | |||||||
| 2620 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 248.00 | 248.000 | 36.760 | 36.760 | 29.00 | 1,066.04 | |||
| 2630 | MASONRY COATING | 02998M | SQ M | 2,653.00 | 2,653.000 | 2,653.000 | 2,653.000 | 9.00 | 23,877.00 | |||
| 2640 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 1,127.00 | 1,127.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 2650 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 4.00 | 4.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 2660 | CYCLOPEAN STONE RIP RAP | 08019M | MTON | 2,014.00 | 2,014.000 | 1,413.000 | 1,413.000 | 36.00 | 50,868.00 | |||
| 2670 | CRUSHED AGGREGATE SLOPE PROT | 08020M | MTON | 754.00 | 754.000 | 1,117.450 | 1,117.450 | 22.00 | 24,583.90 | |||
| 2680 | TEST PILES | 08033M | M | 25.00 | 25.000 | 26.493 | 26.493 | 120.00 | 3,179.16 | |||
| 2690 | PRE-DRILLING FOR PILES | 08039M | M | 181.00 | 181.000 | 148.740 | 148.740 | 235.00 | 34,953.90 | |||
| 2700 | PILES-STEEL HP360X132 | 08051M | M | 177.00 | 177.000 | 206.627 | 206.627 | 174.00 | 35,953.09 | |||
| 2710 | PILE POINTS-360 MM | 08095M | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 112.00 | 3,920.00 | |||
| 2720 | CONCRETE-CLASS A | 08100M | CU M | 399.50 | 399.500 | 399.500 | 399.500 | 422.00 | 168,589.00 | |||
| 2730 | CONCRETE-CLASS AA | 08104M | CU M | 963.20 | 963.200 | 963.200 | 963.200 | 520.00 | 500,864.00 | |||
| 2740 | STEEL REINFORCEMENT | 08150M | KG | 33,706.00 | 33,706.000 | 33,706.000 | 33,706.000 | 1.75 | 58,985.50 | |||
| 2750 | STEEL REINF-EPOXY COATED | 08151M | KG | 121,280.00 | 121,280.000 | 121,280.000 | 121,280.000 | 1.93 | 234,070.40 | |||
| 2760 | STRUCTURAL STEEL 10106 KG | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,000.00 | 47,000.00 | |||
| 2770 | ELECTRICAL CONDUIT DRAWING NO. 24630 | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 2780 | PRECAST PC I BEAM TYPE 8 | 08638M | M | 1,014.00 | 1,014.000 | 1,014.000 | 1,014.000 | 925.00 | 937,950.00 | |||
| 2790 | MECHANICAL REINFORCEMENT COUPLERS #16 | 21302EC | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 58.00 | 1,508.00 | |||
| 2800 | MECHANICAL REINFORCEMENT COUPLERS #25 | 21305EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 75.00 | 600.00 | |||
| 2810 | MECHANICAL REINFORCEMENT COUPLERS #29 | 21306EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 79.00 | 632.00 | |||
| 2820 | MECHANICAL REINFORCEMENT COUPLERS #36 | 21308EC | EACH | 54.00 | 54.000 | 54.000 | 54.000 | 89.00 | 4,806.00 | |||
| 2830 | MECHANICAL REINFORCEMENT COUPLERS #16 EPOXY COATED | 21309EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 2840 | MECHANICAL REINFORCEMENT COUPLERS #19 EPOXY COATED | 21310EC | EACH | 1,303.00 | 1,303.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 2850 | DRILLED SHAFT 1676 MM (COMMON) | 21314MD | M | 59.80 | 59.800 | 59.262 | 59.262 | 4,766.00 | 282,442.69 | |||
| 2860 | DRILLED SHAFT 1676 MM (ROCK) | 21315MD | M | 24.70 | 32.127 | 32.127 | 32.127 | 4,890.00 | 157,101.03 | |||
| 2870 | DRILLED SHAFT 1829 MM (COMMON) | 21316MD | M | 13.60 | 13.600 | 15.710 | 15.710 | 3,567.00 | 56,037.57 | |||
| 2880 | DRILLED SHAFT 1829 MM (ROCK) | 21317MD | M | 22.40 | 22.400 | 25.610 | 25.610 | 5,542.00 | 141,930.62 | |||
| 2890 | SUBSURFACE EXPLORATION BORINGS | 21318NC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 3,250.00 | 39,000.00 | |||
| 2900 | CSL ACCESS TUBING (6 TUBES) | 21320NC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,500.00 | 18,000.00 | |||
| 2910 | CSL TESTING (6 TUBES) | 21322NC | EACH | 12.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 2920 | CSL TESTING MOBILIZATION | 21725NN | EACH | 3.00 | 1.500 | 1.500 | 1.500 | 1,400.00 | 2,100.00 | |||
| 8009 | EW~ Steel Casings (04 Spec.) | 10093MX | M | 0.00 | 24.400 | 24.400 | 24.400 | 1,821.11 | 44,435.08 | |||
| 8015 | CSL TESTING Special Retest and Core Test | 22839NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,811.81 | 5,811.81 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0008 SIGNING | |||||||
| 2930 | GMSS GALV STEEL TYPE A | 06400M | KG | 2,068.00 | 2,068.000 | 2,068.000 | 2,068.000 | 4.80 | 9,926.40 | |||
| 2940 | SBM ALUMINUM PANEL SIGNS | 06405M | SQ M | 25.30 | 25.300 | 32.328 | 32.328 | 176.00 | 5,689.72 | |||
| 2950 | SBM ALUM SHEET SIGNS 3 MM | 06407M | SQ M | 14.80 | 14.800 | 11.080 | 11.080 | 128.00 | 1,418.24 | |||
| 2960 | STEEL POST TYPE 2 | 06411M | M | 82.00 | 82.000 | 43.020 | 43.020 | 16.50 | 709.83 | |||
| 2970 | STEEL POST MILE MARKERS | 06412 | EACH | 45.00 | 45.000 | 45.000 | 45.000 | 145.00 | 6,525.00 | |||
| 2980 | DELINEATORS-WHITE | 06413 | EACH | 49.00 | 49.000 | 75.000 | 75.000 | 2.10 | 157.50 | |||
| 2990 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 168.00 | 672.00 | |||
| 3000 | CLASS A CONCRETE FOR SIGNS | 06490M | CU M | 2.80 | 2.800 | 2.800 | 2.800 | 644.00 | 1,803.20 | |||
| 3010 | BARRIER WALL POST | 20912ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 788.00 | 788.00 | |||
| 8012 | REMOVE SIGN Panel Sign | 21373ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,300.00 | 2,300.00 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0009 MOBILIZATION & DEMOBILIZATION | |||||||
| 3020 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,263,000.00 | 1,263,000.00 | |||
| 3030 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 720,000.00 | 180,000.00 | 720,000.00 | |
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0011 BRIDGE | |||||||
| 3040 | REMOVE CONCRETE MASONRY | 02403M | CU M | 5.10 | 5.100 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 3050 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 153.00 | 153.000 | 34.300 | 34.300 | 29.00 | 994.70 | |||
| 3060 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 7.00 | 7.000 | 6.310 | 6.310 | 45.00 | 283.95 | |||
| 3070 | CONCRETE-CLASS A | 08100M | CU M | 25.70 | 25.960 | 25.960 | 25.960 | 422.00 | 10,955.12 | |||
| 3080 | STEEL REINFORCEMENT | 08150M | KG | 2,810.00 | 2,810.000 | 2,810.000 | 2,810.000 | 1.75 | 4,917.50 | |||
| 3090 | LIGHTWEIGHT FILL | 20665NC | CU M | 285.00 | 285.000 | 574.914 | 574.914 | 257.00 | 147,752.89 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0012 BRIDGE | |||||||
| 3100 | REMOVE CONCRETE MASONRY | 02403M | CU M | 9.50 | 9.500 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 3110 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 381.00 | 381.000 | 60.760 | 60.760 | 29.00 | 1,762.04 | |||
| 3120 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 24.00 | 24.000 | 15.600 | 15.600 | 45.00 | 702.00 | |||
| 3130 | CONCRETE-CLASS A | 08100M | CU M | 123.50 | 123.500 | 111.820 | 111.820 | 422.00 | 47,188.04 | |||
| 3140 | STEEL REINFORCEMENT | 08150M | KG | 11,080.00 | 11,080.000 | 11,080.000 | 11,080.000 | 1.75 | 19,390.00 | |||
| 3150 | LIGHTWEIGHT FILL | 20665NC | CU M | 750.00 | 750.000 | 716.380 | 716.380 | 257.00 | 184,109.66 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0013 BRIDGE | |||||||
| 3160 | REMOVE CONCRETE MASONRY | 02403M | CU M | 17.80 | 17.800 | 17.800 | 17.800 | 290.00 | 5,162.00 | |||
| 3170 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 26.00 | 26.000 | 26.000 | 26.000 | 29.00 | 754.00 | |||
| 3180 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 101.00 | 101.000 | 95.945 | 95.945 | 45.00 | 4,317.52 | |||
| 3190 | CONCRETE-CLASS AA DRAWING NO. 24486 | 08104M | CU M | 166.30 | 166.300 | 166.300 | 166.300 | 912.00 | 151,665.60 | |||
| 3200 | STEEL REINFORCEMENT | 08150M | KG | 16,549.00 | 16,549.000 | 16,549.000 | 16,549.000 | 1.75 | 28,960.75 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0014 BRIDGE | |||||||
| 3210 | REMOVE CONCRETE MASONRY | 02403M | CU M | 14.90 | 14.900 | 14.900 | 14.900 | 290.00 | 4,321.00 | |||
| 3220 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 28.00 | 28.000 | 28.000 | 28.000 | 29.00 | 812.00 | |||
| 3230 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 67.00 | 67.000 | 62.455 | 62.455 | 45.00 | 2,810.47 | |||
| 3240 | CONCRETE-CLASS AA DRAWING NO. 24487 | 08104M | CU M | 163.40 | 163.400 | 163.400 | 163.400 | 912.00 | 149,020.80 | |||
| 3250 | STEEL REINFORCEMENT | 08150M | KG | 15,854.00 | 15,854.000 | 15,854.000 | 15,854.000 | 1.75 | 27,744.50 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0015 BRIDGE | |||||||
| 3260 | REMOVE CONCRETE MASONRY | 02403M | CU M | 18.60 | 18.600 | 18.600 | 18.600 | 290.00 | 5,394.00 | |||
| 3270 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 254.00 | 254.000 | 254.000 | 254.000 | 29.00 | 7,366.00 | |||
| 3280 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 33.00 | 106.680 | 106.680 | 106.680 | 45.00 | 4,800.60 | |||
| 3290 | CONCRETE-CLASS A | 08100M | CU M | 112.70 | 122.720 | 122.720 | 122.720 | 422.00 | 51,787.84 | |||
| 3300 | STEEL REINFORCEMENT | 08150M | KG | 13,186.00 | 13,186.000 | 13,186.000 | 13,186.000 | 1.75 | 23,075.50 | |||
| 3310 | LIGHTWEIGHT FILL | 20665NC | CU M | 342.30 | 342.300 | 158.920 | 158.920 | 257.00 | 40,842.44 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0016 BRIDGE | |||||||
| 3320 | REMOVE CONCRETE MASONRY | 02403M | CU M | 6.60 | 6.600 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 3330 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 136.00 | 136.000 | 136.000 | 136.000 | 29.00 | 3,944.00 | |||
| 3340 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 6.00 | 6.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 3350 | CONCRETE-CLASS A | 08100M | CU M | 74.80 | 74.800 | 53.690 | 53.690 | 422.00 | 22,657.18 | |||
| 3360 | STEEL REINFORCEMENT | 08150M | KG | 6,542.00 | 6,542.000 | 6,542.000 | 6,542.000 | 1.75 | 11,448.50 | |||
| 3370 | LIGHTWEIGHT FILL | 20665NC | CU M | 282.50 | 282.500 | 203.410 | 203.410 | 257.00 | 52,276.37 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0017 BRIDGE | |||||||
| 3380 | REMOVE CONCRETE MASONRY | 02403M | CU M | 23.20 | 23.200 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 3390 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 264.00 | 264.000 | 264.000 | 264.000 | 29.00 | 7,656.00 | |||
| 3400 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 15.00 | 15.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 3410 | CONCRETE-CLASS A | 08100M | CU M | 282.20 | 282.200 | 256.296 | 256.296 | 422.00 | 108,156.91 | |||
| 3420 | STEEL REINFORCEMENT | 08150M | KG | 21,547.00 | 21,547.000 | 21,547.000 | 21,547.000 | 1.75 | 37,707.25 | |||
| 3430 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 3440 | LIGHTWEIGHT FILL | 20665NC | CU M | 920.10 | 920.100 | 856.270 | 856.270 | 257.00 | 220,061.39 | |||
| 3450 | REPAIR EXISTING CULVERT | 21324ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0018 BRIDGE | |||||||
| 3460 | REMOVE CONCRETE MASONRY | 02403M | CU M | 12.50 | 12.500 | 12.500 | 12.500 | 290.00 | 3,625.00 | |||
| 3470 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 301.00 | 301.000 | 169.600 | 169.600 | 29.00 | 4,918.40 | |||
| 3480 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 5.00 | 5.000 | 5.000 | 5.000 | 45.00 | 225.00 | |||
| 3490 | CONCRETE-CLASS A | 08100M | CU M | 139.10 | 139.100 | 140.190 | 140.190 | 422.00 | 59,160.18 | |||
| 3500 | STEEL REINFORCEMENT | 08150M | KG | 12,187.00 | 12,187.000 | 12,187.000 | 12,187.000 | 1.75 | 21,327.25 | |||
| 3510 | LIGHTWEIGHT FILL | 20665NC | CU M | 167.50 | 167.500 | 167.500 | 167.500 | 257.00 | 43,047.50 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0019 BRIDGE | |||||||
| 3520 | REMOVE CONCRETE MASONRY | 02403M | CU M | 8.80 | 8.800 | 8.800 | 8.800 | 290.00 | 2,552.00 | |||
| 3530 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 149.00 | 149.000 | 80.000 | 80.000 | 29.00 | 2,320.00 | |||
| 3540 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 37.00 | 37.000 | 15.000 | 15.000 | 45.00 | 675.00 | |||
| 3550 | CONCRETE-CLASS A | 08100M | CU M | 91.80 | 96.790 | 96.790 | 96.790 | 422.00 | 40,845.38 | |||
| 3560 | STEEL REINFORCEMENT | 08150M | KG | 7,609.00 | 7,609.000 | 7,609.000 | 7,609.000 | 1.75 | 13,315.75 | |||
| 3570 | LIGHTWEIGHT FILL | 20665NC | CU M | 20.00 | 20.000 | 89.040 | 89.040 | 257.00 | 22,883.28 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0020 TRAFFIC LOOPS | |||||||
| 3580 | SIGNS | 02562M | SQ M | 15.00 | 15.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 3590 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 3600 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 210.00 | 210.00 | |||
| 3610 | CONDUIT-31 MM | 04793M | M | 19.00 | 19.000 | 12.200 | 12.200 | 21.00 | 256.20 | |||
| 3620 | CONDUIT-50 MM | 04795M | M | 6.00 | 6.000 | 6.100 | 6.100 | 33.60 | 204.96 | |||
| 3630 | TRENCHING AND BACKFILLING | 04820M | M | 22.00 | 22.000 | 15.860 | 15.860 | 10.50 | 166.53 | |||
| 3640 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,625.00 | 15,750.00 | |||
| 3650 | LOOP WIRE | 04830M | M | 732.00 | 732.000 | 762.500 | 762.500 | 1.60 | 1,220.00 | |||
| 3660 | LOOP SAW SLOT AND FILL | 04895M | M | 137.00 | 137.000 | 165.970 | 165.970 | 61.00 | 10,124.17 | |||
| 3670 | JUNCTION BOX TYPE A | 20391MS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 420.00 | 840.00 | |||
| 3680 | GALV STEEL CABINET | 20612NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 630.00 | 1,260.00 | |||
| Project | DE105007506W1 | Fed/State Project Number | IM-NH 75-6 (93) 138 | Category | 0021 TRAINEES | |||||||
| 3690 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 993.000 | 993.000 | 1.00 | 993.00 | |||
| 3700 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $164,600.00 |
$46,441,111.29 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0940-1-0I |
Temp Barrier Wall | M |
2,267.00 | 0002 | $87.750000 | $198,929.25 | ||||||
0940-3-0I |
Temp B-wall | M |
1,487.80 | 0005 | $87.750000 | $130,554.45 | ||||||
0940-2-0I |
Temp B-Wall | M |
2,164.60 | 0005 | $87.750000 | $189,943.65 | ||||||
1380-1-0I |
Pile HP310x79 | M |
93.00 | 0006 | $80.250000 | $7,463.25 | ||||||
1390-1-0I |
310 PILE POINTS | EACH |
20.00 | 0006 | $64.660000 | $1,293.20 | ||||||
1680-1-0I |
HP310X79 | M |
142.00 | 0006 | $80.250000 | $11,395.50 | ||||||
1690-1-0I |
PILE POINTS 310 | EACH |
20.00 | 0006 | $64.660000 | $1,293.20 | ||||||
1990-1-0I |
HP310X79 | M |
69.00 | 0006 | $80.250000 | $0.00 | ||||||
2000-1-0I |
PILE POINTS 310 | EACH |
13.00 | 0006 | $64.660000 | $840.58 | ||||||
2390-1-0I |
HP360X108 | M |
211.00 | 0006 | $109.500000 | $23,104.50 | ||||||
2400-1-0I |
PILE POINTS 360 | EACH |
24.00 | 0006 | $77.810000 | $1,867.44 | ||||||
2700-1-0I |
HP360X132 | M |
177.00 | 0006 | $130.500000 | $23,098.50 | ||||||
2710-1-0I |
PILE POINTS 360 | EACH |
35.00 | 0006 | $77.810000 | $2,723.35 | ||||||
0940-1-2I |
Temp Barrier Wall | M |
7,286.41 | 0007 | $87.750000 | $639,382.47 | ||||||
2060-1-0I |
PCI Beams | M |
299.20 | 0007 | $573.910000 | $171,713.87 | ||||||
2250-1-0I |
PCI Beams | M |
299.20 | 0007 | $573.910000 | $171,713.87 | ||||||
1460-1-0I |
PCI BEAMS | M |
357.80 | 0008 | $484.518000 | $173,360.54 | ||||||
1760-1-0I |
PCI BEAMS | M |
457.90 | 0009 | $469.860000 | $215,148.89 | ||||||
2780-1-0I |
PCI BEAMS | M |
1,014.00 | 0009 | $575.890000 | $583,952.46 | ||||||
2470-1-0I |
PCI Beams | M |
497.70 | 0010 | $446.970000 | $222,456.96 | ||||||
1130-1-0I |
Precast concrete items | CU M |
12.90 | 0019 | $676.960000 | $8,732.78 | ||||||
0940-1-2A |
Temp Barrier Wall | M |
1,367.01 | 0007 | $87.750000 | $-119,955.13 | ||||||
0940-1-2A |
Temp Barrier Wall | M |
5,352.75 | 0008 | $87.750000 | $-469,703.81 | ||||||
0940-1-2A |
Temp Barrier Wall | M |
566.65 | 0009 | $87.750000 | $-49,723.54 | ||||||
2700-1-0A |
HP360X132 | M |
42.01 | 0011 | $130.500000 | $-5,482.96 | ||||||
2710-1-0A |
PILE POINTS 360 | EACH |
11.00 | 0011 | $77.810000 | $-855.91 | ||||||
2390-1-0A |
HP360X108 | M |
121.96 | 0012 | $109.500000 | $-13,354.62 | ||||||
2400-1-0A |
PILE POINTS 360 | EACH |
12.00 | 0012 | $77.810000 | $-933.72 | ||||||
2700-1-0A |
HP360X132 | M |
82.40 | 0012 | $130.500000 | $-10,753.20 | ||||||
2710-1-0A |
PILE POINTS 360 | EACH |
10.00 | 0012 | $77.810000 | $-778.10 | ||||||
1380-1-0A |
Pile HP310x79 | M |
57.28 | 0013 | $80.250000 | $-4,596.72 | ||||||
1390-1-0A |
310 PILE POINTS | EACH |
10.00 | 0013 | $64.660000 | $-646.60 | ||||||
1680-1-0A |
HP310X79 | M |
101.05 | 0013 | $80.250000 | $-8,109.90 | ||||||
1690-1-0A |
PILE POINTS 310 | EACH |
12.00 | 0013 | $64.660000 | $-775.92 | ||||||
2470-1-0A |
PCI Beams | M |
284.00 | 0015 | $446.970000 | $-126,939.47 | ||||||
2780-1-0A |
PCI BEAMS | M |
580.00 | 0015 | $575.890000 | $-334,016.20 | ||||||
1990-1-0A |
HP310X79 | M |
29.72 | 0017 | $80.250000 | $0.00 | ||||||
2000-1-0A |
PILE POINTS 310 | EACH |
6.00 | 0017 | $64.660000 | $-387.96 | ||||||
1990-1-0A |
HP310X79 | M |
39.28 | 0018 | $80.250000 | $0.00 | ||||||
2000-1-0A |
PILE POINTS 310 | EACH |
7.00 | 0018 | $64.660000 | $-452.62 | ||||||
2060-1-0A |
PCI Beams | M |
299.20 | 0018 | $573.910000 | $-171,713.87 | ||||||
2250-1-0A |
PCI Beams | M |
299.20 | 0018 | $573.910000 | $-171,713.87 | ||||||
1460-1-0A |
PCI BEAMS | M |
204.45 | 0019 | $484.518000 | $-99,059.70 | ||||||
1760-1-0A |
PCI BEAMS | M |
265.71 | 0019 | $469.860000 | $-124,847.44 | ||||||
1130-1-0A |
Precast concrete items | CU M |
0.71 | 0021 | $676.960000 | $-480.64 | ||||||
1130-1-0A |
Precast concrete items | CU M |
2.06 | 0029 | $676.960000 | $-1,394.54 | ||||||
1380-1-0A |
Pile HP310x79 | M |
35.72 | 0029 | $80.250000 | $-2,866.53 | ||||||
1390-1-0A |
310 PILE POINTS | EACH |
10.00 | 0029 | $64.660000 | $-646.60 | ||||||
1130-1-0A |
Precast concrete items | CU M |
3.27 | 0031 | $676.960000 | $-2,213.66 | ||||||
1130-1-0A |
Precast concrete items | CU M |
1.14 | 0032 | $676.960000 | $-771.73 | ||||||
2700-1-0A |
HP360X132 | M |
52.58 | 0033 | $130.500000 | $-6,862.34 | ||||||
2710-1-0A |
PILE POINTS 360 | EACH |
7.00 | 0033 | $77.810000 | $-544.67 | ||||||
2710-1-0A |
PILE POINTS 360 | EACH |
7.00 | 0034 | $77.810000 | $-544.67 | ||||||
1130-1-0A |
Precast concrete items | CU M |
0.57 | 0035 | $676.960000 | $-385.87 | ||||||
1460-1-0A |
PCI BEAMS | M |
153.35 | 0035 | $484.518000 | $-74,300.84 | ||||||
2780-1-0A |
PCI BEAMS | M |
434.00 | 0039 | $575.890000 | $-249,936.26 | ||||||
1680-1-0A |
HP310X79 | M |
40.94 | 0043 | $80.250000 | $-3,285.60 | ||||||
1690-1-0A |
PILE POINTS 310 | EACH |
8.00 | 0043 | $64.660000 | $-517.28 | ||||||
2390-1-0A |
HP360X108 | M |
89.04 | 0043 | $109.500000 | $-9,749.88 | ||||||
2400-1-0A |
PILE POINTS 360 | EACH |
12.00 | 0043 | $77.810000 | $-933.72 | ||||||
1130-1-0A |
Precast concrete items | CU M |
1.03 | 0044 | $676.960000 | $-697.27 | ||||||
2470-1-0A |
PCI Beams | M |
213.70 | 0045 | $446.970000 | $-95,517.49 | ||||||
1130-1-0A |
Precast concrete items | CU M |
4.12 | 0046 | $676.960000 | $-2,789.07 | ||||||
1760-1-0A |
PCI BEAMS | M |
192.18 | 0046 | $469.860000 | $-90,301.45 | ||||||
0940-10C |
Temp Barrier Wall | M |
0.00 | 0007 | $87.750000 | $-198,929.25 | ||||||
0940-20C |
Temp B-Wall | M |
0.00 | 0007 | $87.750000 | $-189,943.65 | ||||||
0940-30C |
Temp B-wall | M |
0.00 | 0007 | $87.750000 | $-130,554.45 | ||||||
| SUBTOT | $-0.01 |
|||||||||||