|
Report_Id: 010732 Est NO 0003 |
Date:04/10/2007 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 010732 | Estimate Number | 0003 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05312) McGaha, Tony | ||||||
| Contractor | EARTH & ENERGY CONSTRUCTION INC | ADDR SN 1 VC Code VC0000098481 | |||||
| CONSTRUCTION INC | |||||||
| 217 CHEROKEE TERRACE | |||||||
| FISHERVILLE , KY , 40023 | |||||||
| Pay Period | 03/02/2007 TO 03/09/2007 | ||||||
| Date Approved | 03/21/2007 | ||||||
| Primary Proj Number | X03700600601 | ||||||
| Project No. | STP 7320 (7) FSP 037 0060 4-7 | ||||||
| Primary County | FRANKLIN | ||||||
| Name of Road | FRANKFORT-SHELBYVILLE ROAD (US 60) | ||||||
| Description | US 60 WIDEN TO FIVE LANES FROM VICKY WAY TO EXISTING FOUR LANE 2.239 MILES | ||||||
| Date Let | 10/26/2001 | Formal Acceptance | 01/16/2007 | ||||
| Date Awarded | 10/31/2001 | Date Work Began | 12/07/2001 | ||||
| Date Contract Executed | 11/07/2001 | Open To Traffic | 10/30/2003 | ||||
| Date NTP Issued | 11/07/2001 | Actual Completion Date | 10/30/2003 | ||||
| Current Contract Amount | $7,568,896.71 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,397,374.58 |
Total Earnings | $7,377,495.06 |
$7,377,495.06 |
$0.00 |
|
| Percent Complete | 98.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $132,278.74 |
Gross Earnings | $7,377,495.06 |
$7,377,495.06 |
$0.00 |
|
| Total Change Orders | $1,171,522.13 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,436,617.97 |
$7,377,495.06 |
$59,122.91 |
|||
| Contract Id | 010732 | Change Order Summary |
County | FRANKLIN | ||||||
| Estimate Nbr | 0003 | Project Number | STP 7320 (7) FSP 037 0060 4-7 | |||||||
| Contractor | EARTH & ENERGY CONSTRUCTION INC | Period | 03/02/2007 TO 03/09/2007 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | All 13 change orders | Approved | 01/31/2006 | $420,888.21 | 0.0 | |||||
| 002 | Claim Settlement | Approved | 02/21/2007 | $750,633.92 | 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 |
||
| X03700600601 | 8003 | EW~ | OTHER | 0003 | 59,122.91 |
$1.00 |
$59,122.91 |
||
| Contract Id | 010732 | COMMONWEALTH OF KENTUCKY |
County | FRANKLIN | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | X03700600601 | ||||||
| Estimate Nbr | 0003 | Period | 03/02/2007 TO 03/09/2007 | |||||||
| Contractor | EARTH & ENERGY CONSTRUCTION INC | |||||||||
| Project | X03700600601 | Fed/State Project Number | STP 7320 (7) FSP 037 0060 4-7 | Category | 0001 ROADWAY SUBSECTION A | ||||||
| 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 |
| 0001 | STRUCTURE EXCAV-SOLID ROCK A001 | 08002M | CU M | 164.00 | 164.000 | 50.743 | 50.743 | 50.00 | 2,537.15 | ||
| 0002 | MASONRY COATING A002 | 02998M | SQ M | 84.00 | 84.000 | 84.000 | 84.000 | 10.00 | 840.00 | ||
| 0003 | CONCRETE-CLASS A A003 | 08100M | CU M | 365.00 | 365.000 | 365.000 | 365.000 | 350.00 | 127,750.00 | ||
| 0004 | STEEL REINFORCEMENT | 08150M | KG | 33,554.00 | 33,554.000 | 33,554.000 | 33,554.000 | 1.20 | 40,264.80 | ||
| 0005 | FOUNDATION PREPARATION STA 20+741.841 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0006 | FOUNDATION PREPARATION STA 21+95.738 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | ||
| 0007 | EMBANKMENT IN PLACE | 02230M | CU M | 57,390.00 | 57,390.000 | 57,390.000 | 57,390.000 | 8.00 | 459,120.00 | ||
| 0008 | WATER | 02242M | CU M | 3,600.00 | 3,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0009 | CONCRETE-CLASS A | 08100M | CU M | 37.82 | 37.820 | 28.890 | 28.890 | 660.00 | 19,067.40 | ||
| 0010 | CONCRETE-CLASS B | 02555M | CU M | 74.00 | 151.000 | 150.230 | 150.230 | 399.00 | 59,941.77 | ||
| 0011 | STEEL REINFORCEMENT | 08150M | KG | 1,493.20 | 1,493.200 | 1,256.700 | 1,256.700 | 1.20 | 1,508.04 | ||
| 0012 | SAFELOADING | 02690M | CU M | 46.40 | 46.400 | 58.550 | 58.550 | 125.00 | 7,318.75 | ||
| 0013 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 22,960.00 | 22,960.000 | 59,768.010 | 59,768.010 | 0.47 | 28,090.96 | ||
| 0014 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 19,497.00 | 19,497.000 | 18,938.660 | 18,938.660 | 0.46 | 8,711.78 | ||
| 0015 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 1,620.00 | 1,620.000 | 41.180 | 41.180 | 4.65 | 191.48 | ||
| 0016 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 1,620.00 | 1,620.000 | 28.060 | 28.060 | 4.65 | 130.47 | ||
| 0017 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 96.00 | 96.000 | 283.000 | 283.000 | 7.25 | 2,051.75 | ||
| 0018 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 290.00 | 290.000 | 314.000 | 314.000 | 18.25 | 5,730.50 | ||
| 0019 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 534.00 | 534.000 | 479.000 | 479.000 | 18.50 | 8,861.50 | ||
| 0020 | FLASHING ARROW | 02775 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | ||
| 0021 | SIGNS | 02562M | SQ M | 54.00 | 54.000 | 90.930 | 90.930 | 55.00 | 5,001.15 | ||
| 0022 | REMOVE PAVEMENT | 02091M | SQ M | 522.00 | 522.000 | 522.000 | 522.000 | 6.45 | 3,366.90 | ||
| 0023 | PLUG PIPE | 01314 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 440.00 | 0.00 | ||
| 0024 | DRY LAID ROCK FENCE RELOCATE | 96962MC | M | 267.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | ||
| 0025 | REMOVE ASBESTOS PIPE (100 MM) | 09208M01 | M | 65.00 | 65.000 | 0.000 | 0.000 | 45.00 | 0.00 | ||
| 0026 | REMOVE ASBESTOS PIPE (150 MM) | 09208M01 | M | 423.00 | 423.000 | 537.720 | 537.720 | 45.00 | 24,197.40 | ||
| 0027 | CULVERT PIPE-300 MM | 00460M | M | 4.40 | 4.400 | 0.000 | 0.000 | 71.00 | 0.00 | ||
| 0028 | CULVERT PIPE-750 MM | 00466M | M | 58.00 | 58.000 | 58.000 | 58.000 | 118.00 | 6,844.00 | ||
| 0029 | CULVERT PIPE-1050 MM | 00469M | M | 44.00 | 44.000 | 45.760 | 45.760 | 193.00 | 8,831.68 | ||
| 0030 | CULVERT PIPE-1350 MM | 00471M | M | 60.50 | 60.500 | 59.600 | 59.600 | 176.00 | 10,489.60 | ||
| 0031 | CULVERT PIPE-1500 MM | 00472M | M | 40.00 | 40.000 | 40.000 | 40.000 | 320.00 | 12,800.00 | ||
| 0032 | CULVERT PIPE-1200 MM EQUIV | 00499M | M | 41.00 | 41.000 | 41.770 | 41.770 | 290.00 | 12,113.30 | ||
| 0033 | STORM SEWER PIPE-375 MM | 00521M | M | 2,120.00 | 2,035.000 | 1,969.510 | 1,969.510 | 85.00 | 167,408.35 | ||
| 0034 | STORM SEWER PIPE-450 MM | 00522M | M | 1,562.00 | 1,502.000 | 1,491.310 | 1,491.310 | 100.00 | 149,131.00 | ||
| 0035 | STORM SEWER PIPE-600 MM | 00524M | M | 715.00 | 715.000 | 682.200 | 682.200 | 112.00 | 76,406.40 | ||
| 0036 | STORM SEWER PIPE-750 MM | 00526M | M | 499.00 | 499.000 | 498.700 | 498.700 | 135.00 | 67,324.50 | ||
| 0037 | STORM SEWER PIPE-900 MM | 00528M | M | 240.00 | 240.000 | 237.300 | 237.300 | 160.00 | 37,968.00 | ||
| 0038 | STORM SEWER PIPE-1050 MM | 00529M | M | 124.50 | 124.500 | 99.000 | 99.000 | 180.00 | 17,820.00 | ||
| 0039 | STORM SEWER PIPE-1200 MM | 00530M | M | 79.00 | 79.000 | 63.210 | 63.210 | 225.00 | 14,222.25 | ||
| 0040 | ENTRANCE PIPE-375 MM | 00440M | M | 94.00 | 94.000 | 28.810 | 28.810 | 80.00 | 2,304.80 | ||
| 0041 | ENTRANCE PIPE-600 MM | 00443M | M | 30.00 | 30.000 | 27.500 | 27.500 | 97.00 | 2,667.50 | ||
| 0042 | PERFORATED PIPE-100 MM | 01000M | M | 5,882.00 | 5,882.000 | 5,988.480 | 5,988.480 | 15.20 | 91,024.89 | ||
| 0043 | NON-PERFORATED PIPE-100 MM | 01010M | M | 19.00 | 19.000 | 0.000 | 0.000 | 43.00 | 0.00 | ||
| 0044 | CURB BOX INLET TYPE A | 01456 | EACH | 114.00 | 53.000 | 53.000 | 53.000 | 2,949.00 | 156,297.00 | ||
| 0045 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,001.00 | 2,001.00 | ||
| 0046 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,899.00 | 1,899.00 | ||
| 0047 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,001.00 | 3,001.00 | ||
| 0048 | DROP BOX INLET TYPE 11 | 01544 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 1,801.00 | 37,821.00 | ||
| 0049 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,101.00 | 1,101.00 | ||
| 0050 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,705.00 | 1,705.00 | ||
| 0051 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,910.00 | 5,820.00 | ||
| 0052 | ADJUST MANHOLE | 01792 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 300.00 | 300.00 | ||
| 0053 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | ||
| 0054 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | ||
| 0055 | SHELLBARK HICKORY TREE MANHOLE C (MOD) A055 | 09691 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | ||
| 0056 | SEEDING AND PROTECTION | 05985M | SQ M | 12,823.00 | 12,823.000 | 15,422.100 | 15,422.100 | 0.32 | 4,935.07 | ||
| 0057 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 1,297.00 | 1,297.000 | 38,101.000 | 38,101.000 | 0.31 | 11,811.31 | ||
| 0058 | SODDING | 05990M | SQ M | 39,839.00 | 39,839.000 | 39,839.970 | 39,839.970 | 2.14 | 85,257.53 | ||
| 0059 | TOPDRESSING FERTILIZER | 05966M | MTON | 3.55 | 3.550 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0060 | SILT TRAP TYPE A | 02703 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 350.00 | 2,450.00 | ||
| 0061 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 14.00 | 14.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | ||
| 0062 | SILT CHECK | 02705 | EACH | 30.00 | 30.000 | 34.000 | 34.000 | 40.00 | 1,360.00 | ||
| 0063 | CLEAN SILT CHECK | 02708 | EACH | 60.00 | 60.000 | 33.000 | 33.000 | 17.50 | 577.50 | ||
| 0064 | TEMPORARY SILT FENCE | 02701M | M | 2,980.00 | 2,980.000 | 2,385.700 | 2,385.700 | 3.20 | 7,634.24 | ||
| 0065 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 5,960.00 | 5,960.000 | 0.000 | 0.000 | 1.45 | 0.00 | ||
| 0066 | SEEDING AND PROTECTION SPECIAL | 05985M | SQ M | 15,790.00 | 15,790.000 | 7,238.800 | 7,238.800 | 0.44 | 3,185.07 | ||
| 0067 | SPREADING STOCKPILED TOPSOIL | 05998M | CU M | 1,431.00 | 1,431.000 | 1,431.000 | 1,431.000 | 16.00 | 22,896.00 | ||
| 0068 | CHANNEL LINING CLASS II | 02483M | MTON | 1,002.50 | 1,002.500 | 657.850 | 657.850 | 24.00 | 15,788.40 | ||
| 0069 | CHANNEL LINING CLASS III | 02484M | MTON | 185.00 | 185.000 | 336.100 | 336.100 | 25.00 | 8,402.50 | ||
| 0070 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 31.00 | 31.000 | 30.000 | 30.000 | 70.00 | 2,100.00 | ||
| 0071 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 59.00 | 59.000 | 58.000 | 58.000 | 62.00 | 3,596.00 | ||
| 0072 | FENCE-1.2 M CHAIN LINK | 02273M | M | 68.00 | 68.000 | 65.600 | 65.600 | 58.00 | 3,804.80 | ||
| 0073 | STANDARD CURB AND GUTTER MOD | 01811M | M | 5,601.00 | 0.000 | 0.000 | 0.000 | 42.00 | 0.00 | ||
| 0074 | STANDARD HEADER CURB | 01875M | M | 122.00 | 122.000 | 47.000 | 47.000 | 29.00 | 1,363.00 | ||
| 0075 | LIP CURB AND GUTTER | 01820M | M | 112.00 | 137.000 | 122.460 | 122.460 | 42.00 | 5,143.32 | ||
| 0076 | EDGE KEY MODIFIED | 02585M | M | 105.00 | 105.000 | 43.920 | 43.920 | 50.00 | 2,196.00 | ||
| 0077 | SIDEWALK-100 MM CONCRETE | 02720M | SQ M | 6,857.00 | 6,857.000 | 6,701.610 | 6,701.610 | 28.00 | 187,645.08 | ||
| 0078 | CEM CONC ENT PAVEMENT-200 MM | 02101M | SQ M | 3,612.00 | 3,612.000 | 3,799.280 | 3,799.280 | 51.00 | 193,763.28 | ||
| 0079 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 1,440.00 | 1,440.000 | 2,598.090 | 2,598.090 | 15.00 | 38,971.35 | ||
| 0080 | D G A BASE | 00001M | MTON | 23,389.00 | 40,449.810 | 40,446.860 | 40,446.860 | 14.93 | 603,871.61 | ||
| 0081 | TRAFFIC BOUND BASE | 00020M | MTON | 1,279.00 | 1,279.000 | 1,520.300 | 1,520.300 | 14.93 | 22,698.07 | ||
| 0082 | LEVELING & WEDGING PG64-22 | 00190M | MTON | 757.00 | 757.000 | 5,087.870 | 5,087.870 | 36.37 | 185,045.83 | ||
| 0083 | ASPHALT CURING SEAL | 00358M | MTON | 103.00 | 103.000 | 30.850 | 30.850 | 363.00 | 11,198.55 | ||
| 0084 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 29,187.00 | 25,534.000 | 19,235.720 | 19,235.720 | 25.92 | 498,589.86 | ||
| 0085 | CL3 ASPH BASE 37.5D PG64-22 | 00205M | MTON | 37,680.00 | 42,135.000 | 42,740.120 | 42,740.120 | 28.92 | 1,236,044.27 | ||
| 0086 | CL3 ASPH SURF 9.50D PG64-22 CL 3 9.5 B PG64-22 | 00339M | MTON | 5,948.00 | 6,025.000 | 6,772.570 | 6,772.570 | 36.37 | 246,318.37 | ||
| 0087 | CLEARING AND GRUBBING 14.45 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | ||
| 0088 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | ||
| 0089 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | ||
| 0090 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | ||
| 8001 | CURB BOX INLET TYPE A MODIFIED A091 | 01459 | EACH | 0.00 | 61.000 | 61.000 | 61.000 | 3,740.59 | 228,175.99 | ||
| 8002 | STRUCTURE EXCAV-UNCLASSIFIED A092 | 02203M | CU M | 0.00 | 350.000 | 344.255 | 344.255 | 50.00 | 17,212.75 | ||
| 8003 | EW~ Claim Settlement | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 506,800.00 | 506,800.00 | ||
| 8093 | STANDARD HEADER CURB A093 | 01875M | M | 0.00 | 5,601.000 | 5,327.600 | 5,327.600 | 38.29 | 203,993.80 | ||
| 8094 | FENCE-WOVEN WIRE A094 | 02261M | M | 0.00 | 305.000 | 222.110 | 222.110 | 21.84 | 4,850.88 | ||
| 8095 | TEMPORARY GUARDRAIL A095 | 02397M | M | 0.00 | 91.460 | 666.360 | 666.360 | 30.18 | 20,110.74 | ||
| 8096 | GUARDRAIL TERMINAL SECTION NO 1 A096 | 02360 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 57.50 | 57.50 | ||
| 8097 | DIVERSIONS (BY-PASS DETOURS) REVISED A097 | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 63,825.70 | 63,825.70 | ||
| 8098 | BARRICADE-TYPE III A099 | 02014 | EACH | 0.00 | 8.000 | 14.000 | 14.000 | 235.00 | 3,290.00 | ||
| 8099 | EW~ TRENCH EXCAVATION - SPECIAL A099 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 33,032.06 | 33,032.06 | ||
| 8100 | EROSION CONTROL BLANKET A100 | 05950M | SQ M | 0.00 | 12,542.000 | 2,947.040 | 2,947.040 | 2.05 | 6,041.43 | ||
| 8101 | EW~ SPECIAL EXCAVATION A101 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,973.65 | 5,973.65 | ||
| 8102 | REMOVE & RESET FENCE | 02267M | M | 0.00 | 294.000 | 235.880 | 235.880 | 34.85 | 8,220.41 | ||
| 8103 | TEMP SIGNAL MULTI PHASE | 04934 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,294.69 | 5,294.69 | ||
| 8104 | EW~ RELOCATE ROCK WALL | 10093MX | M | 0.00 | 267.000 | 233.980 | 233.980 | 428.94 | 100,363.38 | ||
| 8105 | STONE MASONRY VENEER | 08004M | SQ M | 0.00 | 189.000 | 138.370 | 138.370 | 149.14 | 20,636.50 | ||
| 8106 | RETAINING WALL KEYSTONE A106 | 08018M | SQ M | 0.00 | 22.300 | 25.380 | 25.380 | 404.37 | 10,262.91 | ||
| 8107 | EW~ MODIFIED HEADER CURB | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,920.82 | 3,920.82 | ||
| 8108 | EW~ ENTRANC PIPE A108 | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 742.98 | 742.98 | ||
| 8109 | EW~ LOWER DROP BOX INLET | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 617.23 | 617.23 | ||
| 8110 | EW~ LOWER PARKING LOT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,044.54 | 2,044.54 | ||
| 8111 | EW~ SURPLUS PIPE PURCHASE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,112.85 | 6,112.85 | ||
| 8112 | EW~ CORRECTIVE DRAINAGE WORK CP | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,729.02 | 21,729.02 | ||
| Project | X03700600601 | Fed/State Project Number | STP 7320 (7) FSP 037 0060 4-7 | Category | 0003 SANITARY SEWER SUBSECTION C | ||||||
| 0091 | STEEL ENCASEMENT PIPE-600 MM | 01081M | M | 30.00 | 30.000 | 30.000 | 30.000 | 840.00 | 25,200.00 | ||
| 0092 | STEEL ENCASEMENT PIPE-600 MM | 01081M | M | 53.00 | 53.000 | 67.100 | 67.100 | 192.00 | 12,883.20 | ||
| 0093 | SANITARY SEWER MANHOLE | 01799 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | ||
| 0094 | PVC PIPE-300 MM | 03391M | M | 1,300.00 | 1,300.000 | 1,269.540 | 1,269.540 | 90.00 | 114,258.60 | ||
| 0095 | TIE-IN 12 INCH | 03472 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,475.00 | 2,475.00 | ||
| 0096 | VALVE-12 INCH | 03502 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,825.00 | 2,825.00 | ||
| 0097 | SEEDING AND PROTECTION | 05985M | SQ M | 6,500.00 | 6,500.000 | 0.000 | 0.000 | 0.40 | 0.00 | ||
| 0098 | AIR RELEASE VALVE (600 MM) | 03495 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,700.00 | 11,400.00 | ||
| 0099 | TEE (300 MM X 300 MM) | 07572 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | ||
| 0100 | CONCRETE ENCASEMENT (300 MM) | 09289M | CU M | 42.00 | 42.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
| 0101 | STEEL ENCASEMENT PIPE-600 MM | 01081M | M | 54.00 | 54.000 | 54.740 | 54.740 | 840.00 | 45,981.60 | ||
| 0102 | PVC PIPE-200 MM | 03387M | M | 239.00 | 239.000 | 395.070 | 395.070 | 97.00 | 38,321.79 | ||
| 0103 | PVC PIPE-200 MM | 03387M | M | 141.00 | 141.000 | 0.000 | 0.000 | 97.00 | 0.00 | ||
| 0104 | PVC PIPE-200 MM | 03387M | M | 17.00 | 17.000 | 0.000 | 0.000 | 97.00 | 0.00 | ||
| 0105 | DUCTILE IRON PIPE-200 MM | 01095M | M | 10.00 | 10.000 | 0.000 | 0.000 | 124.00 | 0.00 | ||
| 0106 | DUCTILE IRON PIPE-200 MM | 01095M | M | 31.00 | |||||||