|
Report_Id: 121350 Est NO 0033 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121350 | Estimate Number | 0033 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02340) Wyatt, Craig T. | ||||||
| Contractor | ROAD BUILDERS LLC | ADDR SN 0 VC Code VC0000029841 | |||||
| CONSTRUCTION LLC | |||||||
| PO BOX 388 | |||||||
| GREENVILLE , KY , 42345 | |||||||
| Pay Period | 07/11/2014 TO 01/16/2015 | ||||||
| Date Approved | 01/27/2015 | ||||||
| Primary Proj Number | DE05400691250 | ||||||
| Project No. | NH 0021 (035) | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | I-69-KY 109 INTERCHANGE | ||||||
| Description | Ramps | ||||||
| Date Let | 10/19/2012 | Formal Acceptance | |||||
| Date Awarded | 11/01/2012 | Date Work Began | 12/07/2012 | ||||
| Date Contract Executed | 11/15/2012 | Open To Traffic | |||||
| Date NTP Issued | 11/15/2012 | Actual Completion Date | 11/08/2013 | ||||
| Current Contract Amount | $4,907,858.55 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,075,495.90 |
Total Earnings | $4,581,367.68 |
$4,580,164.78 |
$1,202.90 |
|
| Percent Complete | 93.35 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $326,490.87 |
Gross Earnings | $4,581,367.68 |
$4,580,164.78 |
$1,202.90 |
|
| Total Change Orders | $-167,637.35 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,581,367.68 |
$4,580,164.78 |
$1,202.90 |
|||
| Contract Id | 121350 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0033 | Project Number | NH 0021 (035) | |||||||
| Contractor | ROAD BUILDERS LLC | Period | 07/11/2014 TO 01/16/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 002 | Water Line Hardware Adjustments | Approved | 04/25/2013 | $6,791.60 | 0.0 | |||||
| 003 | Additional Embankment In Place | Approved | 06/27/2013 | $17,880.00 | 2.0 | |||||
| 004 | Longitudinal Edge Key and Overruns | Approved | 09/19/2013 | $20,000.00 | 2.0 | |||||
| 005 | Ramp C and Guardrail Adjustments | Approved | 04/03/2014 | $97,272.49 | 7.0 | |||||
| 006 | Value Engineering Barrier Wall Adjustment | Approved | 03/13/2014 | $-44,599.98 | 7.0 | |||||
| 007 | Rumble Strip- CSB under-Control Box Relocation | Approved | 06/30/2014 | $-264,981.46 | 0.0 | |||||
| 008 | Non Spec Material Override | Approved | 03/10/2014 | $0.00 | 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 | 121350 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05400691250 | ||||||
| Estimate Nbr | 0033 | Period | 07/11/2014 TO 01/16/2015 | |||||||
| Contractor | ROAD BUILDERS LLC | |||||||||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | 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 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 42.00 | 42.000 | 13.000 | 13.000 | 50.00 | 650.00 | |||
| 0020 | PERFORATED PIPE-4 IN | 01000 | LF | 4,382.00 | 4,382.000 | 3,646.000 | 3,646.000 | 3.00 | 10,938.00 | |||
| 0030 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 6,199.00 | 6,199.000 | 4,426.000 | 4,426.000 | 5.50 | 24,343.00 | |||
| 0040 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,278.00 | 1,278.000 | 656.000 | 656.000 | 10.95 | 7,183.20 | |||
| 0050 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0060 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 27.00 | 27.000 | 29.000 | 29.000 | 400.00 | 11,600.00 | |||
| 0070 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 475.00 | 475.00 | |||
| 0080 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 450.00 | 2,250.00 | |||
| 0090 | REMOVE PIPE (PERF. PIPE) | 01310 | LF | 3,996.00 | 3,996.000 | 3,229.000 | 3,229.000 | 10.00 | 32,290.00 | |||
| 0100 | REMOVE PIPE | 01310 | LF | 212.00 | 212.000 | 175.910 | 175.910 | 3.00 | 527.73 | |||
| 0110 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0120 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 100.00 | 100.000 | 92.000 | 92.000 | 6.00 | 552.00 | |||
| 0130 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0150 | CONC MEDIAN BARRIER TYPE 14C2 | 01989 | LF | 338.00 | 0.000 | 0.000 | 0.000 | 86.70 | 0.00 | |||
| 0160 | REMOVE PAVEMENT (REVISED: 10-16-12) | 02091 | SQYD | 7,348.00 | 7,348.000 | 7,348.000 | 7,348.000 | 5.00 | 36,740.00 | |||
| 0170 | PAVED DITCH TYPE 1 | 02157 | SQYD | 592.00 | 592.000 | 0.000 | 0.000 | 77.00 | 0.00 | |||
| 0180 | TEMP DITCH | 02159 | LF | 5,296.00 | 5,296.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0190 | EMBANKMENT IN PLACE | 02230 | CUYD | 147,733.00 | 151,733.000 | 153,108.880 | 153,108.880 | 4.47 | 684,396.69 | |||
| 0200 | WATER | 02242 | MGAL | 1,247.00 | 1,247.000 | 5,500.000 | 5,500.000 | 0.01 | 55.00 | |||
| 0210 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,449.00 | 9,449.000 | 8,995.000 | 8,995.000 | 5.52 | 49,652.40 | |||
| 0220 | REMOVE FENCE | 02265 | LF | 9,354.00 | 9,354.000 | 8,576.000 | 8,576.000 | 1.50 | 12,864.00 | |||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 6,912.50 | 9,900.500 | 9,104.000 | 9,104.000 | 14.28 | 130,005.12 | |||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 45.90 | 0.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 663.00 | 3,978.00 | |||
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,224.00 | 4,896.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 9,950.00 | 9,950.000 | 10,625.000 | 10,625.000 | 1.87 | 19,868.75 | |||
| 0280 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 12.00 | 12.000 | 8.000 | 8.000 | 1,836.00 | 14,688.00 | |||
| 0300 | TEMP GUARDRAIL | 02397 | LF | 937.50 | 937.500 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0310 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 90.00 | 720.00 | |||
| 0320 | WITNESS POST | 02432 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 70.00 | 490.00 | |||
| 0330 | CHANNEL LINING CLASS II | 02483 | TON | 2,205.00 | 2,205.000 | 52.300 | 4,613.500 | 4,665.800 | 23.00 | 1,202.90 | 107,313.40 | |
| 0340 | CHANNEL LINING CLASS III | 02484 | TON | 2,237.00 | 2,237.000 | 1,703.230 | 1,703.230 | 23.00 | 39,174.29 | |||
| 0350 | CLEARING AND GRUBBING (72 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0360 | SIGNS | 02562 | SQFT | 970.00 | 970.000 | 632.000 | 632.000 | 5.00 | 3,160.00 | |||
| 0370 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,235.00 | 1,235.000 | 960.820 | 960.820 | 2.00 | 1,921.64 | |||
| 0380 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 75,000.00 | 67,500.00 | |||
| 0390 | DIVERSIONS (BY-PASS DETOURS) (RAMP A) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 23,156.00 | 0.00 | |||
| 0400 | DIVERSIONS (BY-PASS DETOURS) (RAMP B) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 9,400.00 | 0.00 | |||
| 0410 | DIVERSIONS (BY-PASS DETOURS) (RAMP C) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 13,956.00 | 0.00 | |||
| 0420 | DIVERSIONS (BY-PASS DETOURS) (RAMP D) | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0430 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,275.00 | 5,100.00 | |||
| 0440 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0450 | SAFELOADING | 02690 | CUYD | 14.30 | 14.300 | 6.000 | 6.000 | 306.00 | 1,836.00 | |||
| 0460 | TEMP SILT FENCE | 02701 | LF | 5,296.00 | 5,296.000 | 2,768.000 | 2,768.000 | 1.50 | 4,152.00 | |||
| 0470 | SILT TRAP TYPE A | 02703 | EACH | 106.00 | 106.000 | 71.000 | 71.000 | 165.00 | 11,715.00 | |||
| 0480 | SILT TRAP TYPE B | 02704 | EACH | 106.00 | 106.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0490 | SILT TRAP TYPE C | 02705 | EACH | 53.00 | 53.000 | 17.000 | 17.000 | 125.00 | 2,125.00 | |||
| 0500 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 159.00 | 159.000 | 10.000 | 10.000 | 20.00 | 200.00 | |||
| 0510 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 159.00 | 159.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0520 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 159.00 | 159.000 | 4.000 | 4.000 | 20.00 | 80.00 | |||
| 0530 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,296.00 | 5,296.000 | 51.000 | 51.000 | 0.20 | 10.20 | |||
| 0540 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0550 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0560 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,053.00 | 9,053.000 | 56,922.710 | 56,922.710 | 1.10 | 62,614.98 | |||
| 0570 | TEMP MULCH | 05952 | SQYD | 190,490.00 | 190,490.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 0580 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 50,000.00 | 50,000.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0590 | TOPDRESSING FERTILIZER | 05966 | TON | 5.20 | 5.200 | 5.750 | 5.750 | 900.00 | 5,175.00 | |||
| 0600 | SEEDING AND PROTECTION | 05985 | SQYD | 100,000.00 | 100,000.000 | 147,180.150 | 147,180.150 | 0.28 | 41,210.44 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 82,900.00 | 82,900.000 | 1,099.000 | 1,099.000 | 0.19 | 208.81 | |||
| 0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,462.00 | 4,462.000 | 4,455.000 | 4,455.000 | 0.24 | 1,069.20 | |||
| 0630 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 34,978.00 | 34,978.000 | 37,901.000 | 37,901.000 | 0.34 | 12,886.34 | |||
| 0640 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 1,445.00 | 1,445.000 | 774.000 | 774.000 | 0.67 | 518.58 | |||
| 0650 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,579.00 | 6,579.000 | 2,803.000 | 2,803.000 | 6.07 | 17,014.21 | |||
| 0660 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 127.50 | 1,020.00 | |||
| 0670 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 127.00 | 127.000 | 6.000 | 6.000 | 21.93 | 131.58 | |||
| 0680 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 32.00 | 32.000 | 28.000 | 28.000 | 21.93 | 614.04 | |||
| 0690 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 164.00 | 164.000 | 207.000 | 207.000 | 21.93 | 4,539.51 | |||
| 0700 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 133.00 | 133.000 | 113.000 | 113.000 | 21.93 | 2,478.09 | |||
| 0710 | FUEL ADJUSTMENT | 10020NS | DOLL | 8,056.00 | 8,056.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0720 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 73,061.00 | 73,061.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0730 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 899.00 | 899.000 | 656.330 | 656.330 | 5.36 | 3,517.92 | |||
| 8000 | WATER LINE INSTALLATION | 03420 | LF | 0.00 | 518.000 | 518.000 | 518.000 | 10.00 | 5,180.00 | |||
| 8001 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -2,526.700 | -2,526.700 | 1.00 | -2,526.70 | |||
| 8120 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 44,599.980 | 44,599.980 | 44,599.980 | 1.00 | 44,599.98 | |||
| 8210 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 1,200.00 | 7,200.00 | |||
| 8220 | BASE FAILURE REPAIR | 03240 | SQYD | 0.00 | 55.000 | 55.000 | 55.000 | 180.00 | 9,900.00 | |||
| 8230 | MILLED RUMBLE STRIPS | 20314ED | LF | 0.00 | 32,000.000 | 32,000.000 | 32,000.000 | 0.28 | 8,960.00 | |||
| 8240 | EMBANKMENT IN PLACE | 40026 | CUYD | 0.00 | 10,229.000 | 10,229.000 | 10,229.000 | 5.81 | 59,430.49 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0002 DRAINAGE | |||||||
| 0740 | CULVERT PIPE-15 IN | 00461 | LF | 88.00 | 88.000 | 66.420 | 66.420 | 98.00 | 6,509.16 | |||
| 0750 | CULVERT PIPE-18 IN | 00462 | LF | 165.00 | 165.000 | 222.830 | 222.830 | 59.00 | 13,146.97 | |||
| 0760 | CULVERT PIPE-24 IN | 00464 | LF | 102.00 | 102.000 | 102.000 | 102.000 | 62.00 | 6,324.00 | |||
| 0770 | CULVERT PIPE-48 IN | 00470 | LF | 72.00 | 72.000 | 90.660 | 90.660 | 105.00 | 9,519.30 | |||
| 0780 | STORM SEWER PIPE-15 IN | 00521 | LF | 558.00 | 151.000 | 52.000 | 52.000 | 42.00 | 2,184.00 | |||
| 0790 | STORM SEWER PIPE-18 IN | 00522 | LF | 591.00 | 0.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0800 | STORM SEWER PIPE-24 IN | 00524 | LF | 165.00 | 165.000 | 164.110 | 164.110 | 50.00 | 8,205.50 | |||
| 0810 | STORM SEWER PIPE-30 IN | 00526 | LF | 58.00 | 58.000 | 64.000 | 64.000 | 63.00 | 4,032.00 | |||
| 0820 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,734.00 | 0.00 | |||
| 0830 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,836.00 | 11,016.00 | |||
| 0840 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,856.00 | 8,568.00 | |||
| 0850 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,570.00 | 3,570.00 | |||
| 0860 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 3,876.00 | 0.00 | |||
| 0870 | DROP BOX INLET TYPE 1 | 01490 | EACH | 7.00 | 3.000 | 2.000 | 2.000 | 3,468.00 | 6,936.00 | |||
| 0880 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,876.00 | 7,752.00 | |||
| 0890 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,794.00 | 14,382.00 | |||
| 0900 | CONCRETE-CLASS A | 08100 | CUYD | 8.95 | 8.950 | 12.450 | 12.450 | 969.00 | 12,064.05 | |||
| 0910 | STEEL REINFORCEMENT | 08150 | LB | 541.00 | 541.000 | 527.000 | 527.000 | 3.00 | 1,581.00 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0003 PAVING | |||||||
| 0920 | CRUSHED STONE BASE | 00003 | TON | 54,159.00 | 0.000 | 0.000 | 0.000 | 15.66 | 0.00 | |||
| 0930 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 500.00 | 500.000 | 315.750 | 315.750 | 20.00 | 6,315.00 | |||
| 0940 | ASPHALT SEAL AGGREGATE | 00100 | TON | 170.00 | 170.000 | 205.330 | 205.330 | 80.00 | 16,426.40 | |||
| 0950 | ASPHALT SEAL COAT | 00103 | TON | 20.00 | 20.000 | 20.000 | 20.000 | 765.00 | 15,300.00 | |||
| 0960 | LEVELING & WEDGING PG64-22 | 00190 | TON | 895.00 | 895.000 | 154.560 | 154.560 | 66.25 | 10,239.60 | |||
| 0970 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,800.00 | 12,800.000 | 12,711.180 | 12,711.180 | 58.91 | 748,815.61 | |||
| 0980 | CL3 ASPH SURF 0.50A PG64-22 | 00330 | TON | 5,598.00 | 5,598.000 | 6,118.330 | 6,118.330 | 74.98 | 458,752.38 | |||
| 0990 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 408.340 | 408.340 | 1.95 | 796.26 | |||
| 1000 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,836.00 | 1,836.00 | |||
| 1010 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 2,670.00 | 2,670.000 | 3,229.570 | 3,229.570 | 24.23 | 78,252.48 | |||
| 8100 | LONGITUDINAL EDGE KEY | 21289ED | LF | 0.00 | 4,000.000 | 4,318.000 | 4,318.000 | 5.00 | 21,590.00 | |||
| 8200 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 30,200.000 | 30,177.870 | 30,177.870 | 16.34 | 493,106.39 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0004 SIGNING | |||||||
| 1020 | GMSS GALV STEEL TYPE A | 06400 | LB | 4,972.00 | 4,972.000 | 5,012.000 | 5,012.000 | 2.04 | 10,224.48 | |||
| 1030 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 737.90 | 737.900 | 126.000 | 126.000 | 10.20 | 1,285.20 | |||
| 1040 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 173.90 | 173.900 | 173.900 | 173.900 | 20.40 | 3,547.56 | |||
| 1050 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 242.00 | 242.000 | 242.000 | 242.000 | 20.40 | 4,936.80 | |||
| 1060 | STEEL POST TYPE 1 | 06410 | LF | 705.00 | 705.000 | 771.000 | 771.000 | 12.24 | 9,437.04 | |||
| 1070 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 107.00 | 107.000 | 70.000 | 70.000 | 24.48 | 1,713.60 | |||
| 1080 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 39.00 | 39.000 | 51.000 | 51.000 | 24.48 | 1,248.48 | |||
| 1090 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 12.54 | 12.540 | 17.120 | 17.120 | 1,020.00 | 17,462.40 | |||
| 1100 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 660.00 | 660.000 | 660.000 | 660.000 | 1.02 | 673.20 | |||
| 1110 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 204.00 | 816.00 | |||
| 1120 | REMOVE SIGN | 21373ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 204.00 | 408.00 | |||
| 1130 | GMSS TYPE D | 21596ND | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 255.00 | 5,100.00 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0005 MOBILIZATION / DEMOBILIZATION | |||||||
| 1140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 234,250.00 | 234,250.00 | |||
| 1150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0006 LIGHTING | |||||||
| 1160 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 24,672.78 | 172,709.46 | |||
| 1170 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,688.00 | 14,688.00 | |||
| 1180 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 37.00 | 36.000 | 36.000 | 36.000 | 954.72 | 34,369.92 | |||
| 1190 | CONDUIT-3 IN | 04797 | LF | 370.00 | 1,450.000 | 1,450.000 | 1,450.000 | 21.66 | 31,407.00 | |||
| 1200 | MARKER | 04800 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 204.00 | 3,060.00 | |||
| 1210 | TRENCHING AND BACKFILLING | 04820 | LF | 5,655.00 | 6,918.000 | 6,918.000 | 6,918.000 | 2.30 | 15,911.40 | |||
| 1220 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 3,100.00 | 2,355.000 | 2,355.000 | 2,355.000 | 3.57 | 8,407.35 | |||
| 1230 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 1,380.00 | 3,080.000 | 3,080.000 | 3,080.000 | 4.92 | 15,153.60 | |||
| 1240 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 5,450.00 | 5,080.000 | 5,080.000 | 5,080.000 | 5.59 | 28,397.20 | |||
| 1250 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,503.16 | 12,503.16 | |||
| 1260 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 6.00 | 8.000 | 8.000 | 8.000 | 1,108.74 | 8,869.92 | |||
| 1270 | BORE AND JACK CONDUIT | 21543EN | LF | 370.00 | 1,310.000 | 1,310.000 | 1,310.000 | 38.76 | 50,775.60 | |||
| 1280 | POLE BASE-HIGH MAST | 23161EN | CUYD | 68.00 | 62.310 | 62.310 | 62.310 | 704.82 | 43,917.33 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0007 WATERLINE | |||||||
| 1290 | STEEL ENCASEMENT PIPE-16 IN | 01073 | LF | 325.00 | 325.000 | 325.000 | 325.000 | 120.87 | 39,282.75 | |||
| 1300 | COPPER PIPE-3/4 IN | 03360 | LF | 40.00 | 40.000 | 28.000 | 28.000 | 38.10 | 1,066.80 | |||
| 1310 | PVC PIPE-8 IN | 03387 | LF | 1,800.00 | 1,800.000 | 1,814.000 | 1,814.000 | 28.36 | 51,445.04 | |||
| 1320 | GATE VALVE-8 IN | 03528 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 1,229.10 | 6,145.50 | |||
| 1330 | BEND 22.50 DEG 8 IN | 03546 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 382.50 | 1,147.50 | |||
| 1340 | BEND 45 DEG 8 IN | 03563 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 382.50 | 1,530.00 | |||
| 1350 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,438.20 | 2,876.40 | |||
| 1360 | PROPOSED WATER METER | 20582ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 372.30 | 744.60 | |||
| 1370 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,738.30 | 3,738.30 | |||
| 1380 | BORE AND JACK PIPE-16 IN | 21399ED | LF | 160.00 | 160.000 | 160.000 | 160.000 | 322.12 | 51,539.20 | |||
| 1390 | WYE CONNECTION | 23330EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,131.80 | 2,131.80 | |||
| Project | DE05400691250 | Fed/State Project Number | NH 0021 (035) | Category | 0008 TRAINEES | |||||||
| 1400 | TRAINEE PAYMENT REIMBURSEMENT 1 EQUIPMENT OPERATOR GROUP 3 | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,400.000 | 1,400.000 | 0.01 | 14.00 | |||
| SUBTOT | $1,202.90 |
$4,581,367.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1160-1-0I |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0011 | $12274.200000 | $81,623.43 | ||||||
1180-1-0I |
TRAFFIC INCIDENTAL | EACH |
37.00 | 0011 | $1943.380000 | $68,309.81 | ||||||
0230-1-0I |
GDRAIL GALV AW .109 | LF |
6,912.50 | 0017 | $10.450000 | $68,623.84 | ||||||
0250-1-0I |
GUARDRAIL END TR 2A | EACH |
5.00 | 0017 | $429.000000 | $2,037.75 | ||||||
0290-1-0I |
GUARDRAIL END TR 4A | EACH |
12.00 | 0017 | $1265.000000 | $14,421.00 | ||||||
1160-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.65 | 0013 | $12274.200000 | $-77,542.26 | ||||||
1180-1-0A |
TRAFFIC INCIDENTAL | EACH |
34.20 | 0015 | $1943.380000 | $-63,140.42 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
3,550.62 | 0020 | $10.450000 | $-35,248.83 | ||||||
0250-1-0A |
GUARDRAIL END TR 2A | EACH |
0.95 | 0020 | $429.000000 | $-387.17 | ||||||
0290-1-0A |
GUARDRAIL END TR 4A | EACH |
2.85 | 0020 | $1265.000000 | $-3,424.99 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
605.62 | 0021 | $10.450000 | $-6,012.34 | ||||||
0250-1-0A |
GUARDRAIL END TR 2A | EACH |
0.95 | 0021 | $429.000000 | $-387.17 | ||||||
0290-1-0A |
GUARDRAIL END TR 4A | EACH |
0.95 | 0021 | $1265.000000 | $-1,141.66 | ||||||
0230-1-0A |
GDRAIL GALV AW .109 | LF |
2,756.25 | 0023 | $10.450000 | $-27,362.67 | ||||||
0250-1-0A |
GUARDRAIL END TR 2A | EACH |
3.10 | 0023 | $429.000000 | $-1,263.41 | ||||||
0290-1-0A |
GUARDRAIL END TR 4A | EACH |
3.80 | 0023 | $1265.000000 | $-4,566.65 | ||||||
0290-10C |
GUARDRAIL END TR 4A | EACH |
0.00 | 0028 | $1201.750000 | $-5,287.70 | ||||||
1160-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0028 | $11660.490000 | $-4,081.17 | ||||||
1180-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0028 | $1846.211081 | $-5,169.39 | ||||||
| SUBTOT | $0.00 |
|||||||||||