|
ContID 030749 EST NO 0057 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030749 | Estimate Number | 0057 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12315) Weddington, Derrick P., P.E. | ||||||
| Contractor | BIZZACK INC | MARS ADDR SN 2 | |||||
| PO BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 01/14/2008 TO 01/27/2008 | ||||||
| Date Approved | 01/28/2008 | ||||||
| Primary Proj Number | X09801190504 | ||||||
| Project No. | APD 119-2 (70), FD52 098 0119 | ||||||
| Primary County | PIKE | ||||||
| Name of Road | THE PIKEVILLE-SOUTH WILLIAMSON ROAD (US 119) | ||||||
| Description | ZEBULON TO BENT MOUNTAIN SECTION 4 | ||||||
| Date Let | 11/14/2003 | Formal Acceptance | |||||
| Date Awarded | 11/26/2003 | Date Work Began | 12/03/2003 | ||||
| Date Contract Executed | 12/01/2003 | Open To Traffic | |||||
| Date NTP Issued | 12/01/2003 | Actual Completion Date | |||||
| Current Contract Amount | $36,970,345.27 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $33,340,101.96 |
Total Earnings | $36,760,444.97 |
$36,758,354.47 |
$2,090.50 |
|
| Percent Complete | 99.48 |
Stockpiled Materials | $18,391.45 |
$0.00 |
$18,391.45 |
|
| Funds Available | $191,508.85 |
Gross Earnings | $36,778,836.42 |
$36,758,354.47 |
$0.00 |
|
| Total Change Orders | $3,630,243.31 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $36,778,836.42 |
$36,758,354.47 |
20,481.95 |
|||
| Contract Id | 030749 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0057 | Project Number | APD 119-2 (70), FD52 098 0119 | |||||||
| Contractor | BIZZACK INC | Period | 01/14/2008 TO 01/27/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Leff off contract | Approved | 10/12/2005 | $77,512.46 | 0.0 | |||||
| 002 | Additional quantities due to encountering solid rock | Approved | 01/18/2006 | $41,157.58 | 2.0 | |||||
| 003 | Steel Price Adjustment and Mass Concrete | Approved | 04/25/2006 | $95,265.65 | 2.0 | |||||
| 004 | Full Depth Shoulders | Approved | 09/08/2006 | $380,824.96 | 5.0 | |||||
| 005 | Value Engineering | Approved | 04/16/2007 | $57,235.92 | 1.0 | |||||
| 006 | Fuel and Asphalt Adjustment | Approved | 06/29/2007 | $1,747,334.43 | 50.0 | |||||
| 007 | Fuel and Asphalt Adjustment, Additional asphalt quantities. | Approved | 09/24/2007 | $679,686.13 | 2.0 | |||||
| 008 | Additional Asphalt Quantities and Milled Rumble Strips | Approved | 11/14/2007 | $502,297.92 | 7.0 | |||||
| 009 | 12A Drop Box Inlet | Approved | 11/19/2007 | $48,928.26 | 1.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| OTHER | 0025 |
$400,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X09801190504 | 0001 | ROADWAY EXCAVATION | OTHER | 0045 | 0.00 |
$0.00 |
$-400,000.00 |
||
| X09801190504 | 0205 | DEMOBILIZATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$347,289.52 |
||
| X09801190504 | 8041 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0045 | 0.00 |
$0.00 |
$-347,289.52 |
||
| X09801190504 | 8007 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0051 | 0.00 |
$0.00 |
$-347,289.51 |
||
| X09801190504 | 8041 | FUEL ADJUSTMENT | FUEL OR ASPHALT PRICE ADJUSTMENT | 0051 | 0.00 |
$0.00 |
$347,289.51 |
||
| Contract Id | 030749 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | GRHV GRADE HEAVY (OVER MILLION CY) | TRANSPORTATION CABINET |
Primary Project Number | X09801190504 | ||||||
| Estimate Nbr | 0057 | Period | 01/14/2008 TO 01/27/2008 | |||||||
| Contractor | BIZZACK INC | |||||||||
| Project | X09801190504 | Fed/State Project Number | APD 119-2 (70), FD52 098 0119 | 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 |
| 0001 | ROADWAY EXCAVATION | 02200M | CU M | 7,377,017.00 | 7,378,710.000 | 7,389,601.895 | 7,389,601.895 | 2.19 | 16,183,228.15 | ||
| 0002 | SPECIAL EXCAVATION | 02204M | CU M | 418.00 | 418.000 | 0.000 | 0.000 | 7.00 | 0.00 | ||
| 0003 | WATER | 02242M | CU M | 5,648.00 | 5,648.000 | 674.000 | 674.000 | 0.01 | 6.74 | ||
| 0004 | CONCRETE-CLASS A | 08100M | CU M | 42.99 | 48.230 | 66.600 | 66.600 | 655.00 | 43,623.00 | ||
| 0005 | STEEL REINFORCEMENT | 08150M | KG | 1,928.30 | 2,104.970 | 2,888.300 | 2,888.300 | 2.20 | 6,354.26 | ||
| 0006 | SAFELOADING | 02690M | CU M | 3.00 | 3.000 | 22.185 | 22.185 | 260.00 | 5,768.10 | ||
| 0007 | RESHAPING AND COMPACTING | 02241M | M | 1,237.00 | 1,237.000 | 1,237.000 | 1,237.000 | 10.50 | 12,988.50 | ||
| 0008 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 2,859.85 | 2,499.870 | 1,608.007 | 1,608.007 | 35.25 | 56,682.24 | ||
| 0009 | GUARDRAIL-STEEL W BEAM-D FACE | 02352M | M | 83.82 | 83.820 | 41.938 | 41.938 | 65.60 | 2,751.13 | ||
| 0010 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 7.000 | 16.000 | 16.000 | 60.00 | 960.00 | ||
| 0011 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,100.00 | 6,200.00 | ||
| 0012 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 11.00 | 10.000 | 1.000 | 1.000 | 500.00 | 500.00 | ||
| 0013 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | ||
| 0014 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | ||
| 0015 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0016 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | ||
| 0017 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | ||
| 0018 | CONCRETE BARRIER WALL TYPE 230T | 03171M | M | 333.00 | 333.000 | 48.800 | 48.800 | 32.30 | 1,576.24 | ||
| 0019 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 13,680.00 | 13,680.000 | 5,725.820 | 5,725.820 | 1.00 | 5,725.82 | ||
| 0020 | PAVE STRIPING-PERM PAINT-300MM | 06517M | M | 279.00 | 279.000 | 0.000 | 0.000 | 3.50 | 0.00 | ||
| 0021 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 10,993.00 | 10,993.000 | 13,975.520 | 13,975.520 | 2.15 | 30,047.36 | ||
| 0022 | PAVE STRIPING-THERMO-150 MM Y | 06543M | M | 9,850.00 | 9,850.000 | 9,496.030 | 9,496.030 | 2.15 | 20,416.46 | ||
| 0023 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 6,360.00 | 6,360.000 | 0.000 | 0.000 | 4.25 | 0.00 | ||
| 0024 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 2,683.00 | 2,683.000 | 0.000 | 0.000 | 4.25 | 0.00 | ||
| 0025 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 195.00 | 2,730.00 | ||
| 0026 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
| 0027 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 32.50 | 390.00 | ||
| 0028 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 67.00 | 67.000 | 180.000 | 180.000 | 32.50 | 5,850.00 | ||
| 0029 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 334.00 | 334.000 | 601.000 | 601.000 | 32.50 | 19,532.50 | ||
| 0030 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 29.00 | 29.000 | 23.000 | 23.000 | 32.50 | 747.50 | ||
| 0031 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | ||
| 0032 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | ||
| 0033 | SIGNS | 02562M | SQ M | 80.00 | 80.000 | 60.027 | 60.027 | 80.00 | 4,802.16 | ||
| 0034 | LANE CLOSURE | 02653 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | ||
| 0035 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 275.00 | 550.00 | ||
| 0036 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 8.00 | 0.00 | ||
| 0037 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | ||
| 0038 | REMOVE PIPE | 01310M | M | 3.00 | 3.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
| 0039 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | ||
| 0040 | CULVERT PIPE-1050 MM | 00469M | M | 153.10 | 153.100 | 274.887 | 274.887 | 258.60 | 71,085.77 | ||
| 0041 | CULVERT PIPE-1350 MM | 00471M | M | 23.40 | 23.400 | 23.400 | 23.400 | 341.10 | 7,981.74 | ||
| 0042 | CULVERT PIPE-1500 MM | 00472M | M | 16.00 | 16.000 | 16.000 | 16.000 | 466.40 | 7,462.40 | ||
| 0043 | CULVERT PIPE-1650 MM | 00473M | M | 249.60 | 249.600 | 258.075 | 258.075 | 490.90 | 126,689.01 | ||
| 0044 | CULVERT PIPE-2100 MM | 00476M | M | 65.50 | 65.500 | 65.500 | 65.500 | 655.80 | 42,954.90 | ||
| 0045 | CULVERT PIPE-1200 MM EQUIV | 00499M | M | 23.00 | 0.000 | 0.000 | 0.000 | 400.00 | 0.00 | ||
| 0046 | CULVERT PIPE-1350 MM EQUIV | 00500M | M | 10.00 | 10.000 | 0.000 | 0.000 | 507.00 | 0.00 | ||
| 0047 | STORM SEWER PIPE-375 MM | 00521M | M | 108.30 | 32.300 | 15.000 | 15.000 | 109.90 | 1,648.50 | ||
| 0048 | STORM SEWER PIPE-450 MM | 00522M | M | 800.20 | 411.800 | 460.795 | 460.795 | 125.00 | 57,599.37 | ||
| 0049 | STORM SEWER PIPE-450 MM EQUIV | 00552M | M | 23.20 | 23.200 | 46.800 | 46.800 | 258.20 | 12,083.76 | ||
| 0050 | STORM SEWER PIPE-600 MM | 00524M | M | 712.10 | 483.300 | 492.945 | 492.945 | 120.00 | 59,153.40 | ||
| 0051 | STORM SEWER PIPE-750 MM | 00526M | M | 478.40 | 478.200 | 457.163 | 457.163 | 140.00 | 64,002.82 | ||
| 0052 | STORM SEWER PIPE-900 MM | 00528M | M | 316.50 | 316.500 | 337.470 | 337.470 | 170.00 | 57,369.90 | ||
| 0053 | STORM SEWER PIPE-1050 MM | 00529M | M | 386.20 | 386.200 | 307.200 | 307.200 | 195.00 | 59,904.00 | ||
| 0054 | STORM SEWER PIPE-1200 MM | 00530M | M | 59.00 | 59.000 | 59.000 | 59.000 | 289.20 | 17,062.80 | ||
| 0055 | STORM SEWER PIPE-1350 MM | 00531M | M | 335.50 | 234.300 | 224.570 | 224.570 | 245.00 | 55,019.65 | ||
| 0056 | ENTRANCE PIPE-375 MM | 00440M | M | 36.90 | 36.900 | 36.900 | 36.900 | 96.00 | 3,542.40 | ||
| 0057 | PERFORATED PIPE-100 MM | 01000M | M | 8,233.50 | 8,188.500 | 9,316.779 | 9,316.779 | 16.25 | 151,397.65 | ||
| 0058 | NON-PERFORATED PIPE-100 MM | 01010M | M | 823.20 | 823.200 | 496.235 | 496.235 | 28.75 | 14,266.75 | ||
| 0059 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | ||
| 0060 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | ||
| 0061 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 25.00 | 25.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | ||
| 0062 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | ||
| 0063 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | ||
| 0064 | DROP BOX INLET TYPE 1 | 01490 | EACH | 36.00 | 33.000 | 34.000 | 34.000 | 2,200.00 | 74,800.00 | ||
| 0065 | DROP BOX INLET TYPE 2 | 01493 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,500.00 | 15,000.00 | ||
| 0066 | DROP BOX INLET TYPE 2 MODIFIED | 01494 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | ||
| 0067 | DROP BOX INLET TYPE 5B | 01505 | EACH | 14.00 | 13.000 | 14.000 | 14.000 | 2,300.00 | 32,200.00 | ||
| 0068 | DROP BOX INLET TYPE 5B MOD | 01506 | EACH | 6.00 | 6.000 | 22.000 | 22.000 | 6,000.00 | 132,000.00 | ||
| 0069 | DROP BOX INLET TYPE 7 | 01538 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | ||
| 0070 | DROP BOX INLET TYPE 13G | 01559 | EACH | 7.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | ||
| 0071 | METAL END SECTION TY 1-18 INCH | 01371 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 775.00 | 0.00 | ||
| 0072 | METAL END SECTION TY 1-60 INCH | 01379 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | ||
| 0073 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 0074 | METAL END SECTION TY 3-18 INCH | 01391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 700.00 | 0.00 | ||
| 0075 | METAL END SECTION TY 3-48 INCH | 01397 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | ||
| 0076 | METAL END SECTION TY 3-60 INCH | 01399 | EACH | 2.00 | 4.000 | 3.000 | 3.000 | 5,600.00 | 16,800.00 | ||
| 0077 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | ||
| 0078 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | ||
| 0079 | FLUME INLET TYPE 2 | 01691 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,200.00 | 16,000.00 | ||
| 0080 | MANHOLE TYPE C MODIFIED | 01768 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | ||
| 0081 | ADJUST CATCH BASIN | 01709 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | ||
| 0082 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 250.00 | 0.00 | ||
| 0083 | TEMPORARY MEDIAN CROSSOVER CASE 2 | 20259ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | ||
| 0084 | SEEDING AND PROTECTION | 05985M | SQ M | 433,000.00 | 433,000.000 | 602,034.603 | 602,034.603 | 0.35 | 210,712.11 | ||
| 0085 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 250,000.00 | 250,000.000 | 4,080.000 | 4,080.000 | 0.24 | 979.20 | ||
| 0086 | TOPDRESSING FERTILIZER | 05966M | MTON | 22.60 | 22.600 | 0.000 | 0.000 | 497.00 | 0.00 | ||
| 0087 | EROSION CONTROL BLANKET | 05950M | SQ M | 3,110.40 | 3,110.400 | 11,061.603 | 11,061.603 | 1.90 | 21,017.04 | ||
| 0088 | SILT TRAP TYPE B | 02704 | EACH | 37.00 | 37.000 | 1.000 | 1.000 | 250.00 | 250.00 | ||
| 0089 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 111.00 | 111.000 | 6.000 | 6.000 | 25.00 | 150.00 | ||
| 0090 | SILT CHECK | 02705 | EACH | 114.00 | 114.000 | 57.000 | 57.000 | 50.00 | 2,850.00 | ||
| 0091 | CLEAN SILT CHECK | 02708 | EACH | 342.00 | 342.000 | 45.000 | 45.000 | 10.00 | 450.00 | ||
| 0092 | TEMPORARY SILT FENCE | 02701M | M | 953.00 | 953.000 | 876.460 | 876.460 | 8.20 | 7,186.97 | ||
| 0093 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 2,859.00 | 2,859.000 | 0.000 | 0.000 | 0.30 | 0.00 | ||
| 0094 | SILT CHECK(MOD) TYPE 2 | 20073MS213 | EACH | 73.00 | 73.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
| 0095 | CLEAN SILT CHECK(MOD) TYPE 2 | 20074MS213 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
| 0096 | CHANNEL LINING CLASS II | 02483M | MTON | 6,327.40 | 6,327.400 | 3,690.795 | 3,690.795 | 16.40 | 60,529.03 | ||
| 0097 | CHANNEL LINING CLASS IV | 02488M | CU M | 14,388.90 | 14,388.900 | 7,082.905 | 7,082.905 | 5.25 | 37,185.25 | ||
| 0098 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 44,654.00 | 44,654.000 | 0.000 | 0.000 | 1.20 | 0.00 | ||
| 0099 | TEMPORARY DITCH SILT | 02159M | M | 1,748.00 | 1,748.000 | 0.000 | 0.000 | 6.40 | 0.00 | ||
| 0100 | TEMPORARY DITCH CLEAN TEMP | 02159M | M | 3,496.00 | 3,496.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
| 0101 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 19.00 | 19.000 | 7.000 | 7.000 | 100.00 | 700.00 | ||
| 0102 | FENCE-WOVEN WIRE TYPE 1 | 02262M | M | 5,491.10 | 5,491.100 | 3,977.639 | 3,977.639 | 15.60 | 62,051.16 | ||
| 0103 | ASPHALT WEDGE CURB | 01897M | M | 1,159.30 | 1,159.300 | 487.800 | 487.800 | 21.50 | 10,487.70 | ||
| 0104 | EDGE KEY MODIFIED | 02585M | M | 14.00 | 14.000 | 36.270 | 36.270 | 275.00 | 9,974.25 | ||
| 0105 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 48.00 | 48.000 | 0.000 | 0.000 | 80.00 | 0.00 | ||
| 0106 | DGA BASE | 00001M | MTON | 68,267.00 | 55,340.000 | 95.500 | 73,603.577 | 73,699.077 | 21.89 | 2,090.49 | 1,613,272.79 |
| 0107 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 54.00 | 54.000 | 32.920 | 32.920 | 450.00 | 14,814.00 | ||
| 0108 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 446.00 | 446.000 | 271.300 | 271.300 | 65.00 | 17,634.50 | ||
| 0109 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 18,153.00 | 23,317.000 | 25,470.340 | 25,470.340 | 39.69 | 1,010,917.79 | ||
| 0110 | CL4 ASPH BASE 37.5D PG64-22 | 00208M | MTON | 17,726.00 | 26,671.000 | 25,939.870 | 25,939.870 | 49.95 | 1,295,696.50 | ||
| 0111 | CL3 ASPH BASE 25.0D PG64-22 | 00214M | MTON | 6,328.00 | 13,881.000 | 15,220.310 | 15,220.310 | 49.95 | 760,254.48 | ||
| 0112 | CL4 ASPH BASE 25.0D PG76-22 | 00219M | MTON | 15,567.00 | 15,567.000 | 14,302.660 | 14,302.660 | 57.43 | 821,401.76 | ||
| 0113 | CL4 ASPH BASE 25.0D PG64-22 | 00217M | MTON | 15,567.00 | 15,567.000 | 17,997.350 | 17,997.350 | 49.95 | 898,967.63 | ||
| 0114 | CL3 ASPH SURF 12.5D PG64-22 | 00312M | MTON | 2,946.00 | 477.000 | 0.000 | 0.000 | 59.26 | 0.00 | ||
| 0115 | CL4 ASPH SURF 12.5A PG76-22 | 00335M | MTON | 6,908.00 | 0.000 | 0.000 | 0.000 | 72.65 | 0.00 | ||
| 0116 | CLEARING AND GRUBBING 114.8 HECTARES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 280,000.00 | 280,000.00 | ||
| 0117 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.970 | 0.970 | 196,500.00 | 190,605.00 | ||
| 0118 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 17,100.00 | 16,245.00 | ||
| 0119 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 36,200.00 | 36,200.00 | ||
| 8001 | SETTLEMENT PLATFORM | 02692 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | ||
| 8002 | STEEL PIPE-63 MM | 03340M | M | 0.00 | 30.000 | 28.817 | 28.817 | 82.00 | 2,362.99 | ||
| 8003 | STEEL PIPE-100 MM | 03343M | M | 0.00 | 30.000 | 28.817 | 28.817 | 114.80 | |||