PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/26/07 EST. NO.23 TIME 03:32 PM R.E. NAME: KAWWA, JABRA 08-354804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0291 299.62 E.W. @ F.A.(+) 111907 N 1643.0 005 0010 2,425.00 E.W. @ F.A.(+) 120507 N 1642.0 008 0147 1,193.77 E.W. @ F.A.(+) 120407 N 1658.0 0148 637.12 110507 N 1637.0 0149 287.10 110107 N 1638.0 0150 20.99 110807 N 1641.0 0151 695.10 101507 N 1659.0 0152 1,134.80 101607 N 1660.0 0153 794.41 101707 N 1661.0 0155 907.87 101907 N 1663.0 0156 975.94 102307 N 1664.0 0157 1,021.34 102607 N 1667.0 0158 1,021.34 102907 N 1668.0 0159 1,021.34 103007 N 1669.0 0160 907.87 103107 N 1670.0 018 0090 245.34 E.W. @ F.A.(+) 110807 Y 1626.0 029 0027 219.28 E.W. @ F.A.(+) 082107 Y 1624.0 0028 601.92 111507 Y 1629.0 0029 118.40 111607 Y 1630.0 0030 90.11 111907 Y 1631.0 0031 50.68 111907 Y 1632.0 0032 739.54 112807 Y 1672.0 0033 369.02 112807 Y 1673.0 040 0005 1,359.53 E.W. @ F.A.(+) 110907 Y 1627.0 0006 1,051.91 111607 Y 1628.0 041 0001 749.76 E.W. @ F.A.(+) 110507 Y 1625.0 049 0054 390.28 E.W. @ F.A.(+) 101907 N 1633.0 059 0006 301.27 A.C. @ F.A.(+) 102907 N 1613.0 0008 1,301.82 112707 N 1644.0 0009 1,301.82 103107 N 1634.0 063 0058 218.57 E.W. @ F.A.(+) 111907 N 1645.0 0059 1,526.48 101007 N 1607.0 065 0018 816.34 E.W. @ F.A.(+) 112007 N 1647.0 0019 303.99 111907 N 1648.0 25,099.67 TOTAL THIS ESTIMATE 3,933,063.03 TOTAL PREVIOUS ESTIMATE 3,958,162.70 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/26/07 EST. NO.23 TIME 03:32 PM R.E. NAME: KAWWA, JABRA 08-354804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC OUT OF COMPLIANC -13,915.00 09 CLOSURE LATE REOPEN -11,700.00 10 PCC OUT OF COMPLIANC -14,618.00 11 PCC OUT OF COMPLIANC -4,015.00 12 PCC OUT OF COMPLIANC -4,280.00 16 0.00 -48,528.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -5,000.00 09 MISSING DOCUMENTS 5,000.00 13 MISSING PAYROLL -10,000.00 16 MISSING DOCUMENTS 10,000.00 17 MISSING DOCUMENTS -10,000.00 18 MISSING DOCUMENTS 10,000.00 20 0.00 0.00 TOTAL DEDUCTIONS 0.00 -48,528.00 PROGRAM CAS145 PAGE 1 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 LOCATION PROGRESS ESTIMATE 08-RIV-60-R0.5/7.5 ----------------- YEAGER SKANSKA INC. IN RIVERSIDE COUNTY AT GLEN AVON MR. JON P. HADLEY FROM ROUTE 15 AND 60 SEPARATION TO 1995 AGUA MANSA ROAD VALLEY WAY UNDERCROSSING RIVERSIDE, CA 92509 FED. AID NO. ACNH-P060(123)E ,CMLN-6208(8) WIDEN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,625.0000 5,625.00 0.750 4,218.75 02 TIME-RELATED OVERHEAD LS 1488,000.0000 1,488,000.00 0.017 25,296.00 1.000 1,488,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 11,400.00 464.300 13,929.00 04 PREPARE STORM WATER POLLUTION LS 11,475.0000 11,475.00 0.750 8,606.25 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,750.0000 60,750.00 0.005 303.75 0.995 60,446.25 06 CONSTRUCTION AREA SIGNS LS 135,000.0000 135,000.00 0.700 94,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.005 2,000.00 0.995 398,000.00 S) 08 FLASHING ARROW SIGN EA 10,000.0000 100,000.00 0.250 2,500.00 9.750 97,500.00 S) 09 TYPE II BARRICADE EA 25.0000 4,500.00 180.000 4,500.00 S) 10 TYPE III BARRICADE EA 115.0000 920.00 0.125 14.38 7.875 905.63 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 32,900.00 709.000 24,815.00 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 200,000.00 1.000 20,000.00 8.500 170,000.00 S) 13 TEMPORARY RAILING (TYPE K) M 30.0000 435,000.00 20,468.770 614,063.10 14 TEMPORARY CRASH CUSHION MODULE EA 300.0000 81,000.00 736.000 220,800.00 S) 15 TEMPORARY TRAFFIC SCREEN M 7.0000 172,200.00 15,454.000 108,178.00 S) 16 ABANDON CULVERT EA 2,000.0000 2,000.00 1.000 2,000.00 17 REMOVE CHAIN LINK FENCE M 20.0000 9,000.00 546.300 10,926.00 18 REMOVE METAL BEAM GUARD RAILING M 48.0000 87,840.00 53.340 2,560.32 2,118.640 101,694.72 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 41,250.00 8,642.000 12,963.00 23,443.570 35,165.36 AND PAVEMENT MARKING 20 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 85,350.00 17,386.000 26,079.00 33,629.880 50,444.82 21 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 768.00 61.080 977.28 92.510 1,480.16 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 88,650.00 433.000 649.50 57,156.000 85,734.00 PROGRAM CAS145 PAGE 2 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 39,000.00 6,230.000 6,230.00 34,615.000 34,615.00 24 REMOVE CHANNELIZERS EA 11.0000 627.00 28.000 308.00 25 REMOVE ROADSIDE SIGN EA 125.0000 1,750.00 14.000 1,750.00 14.000 1,750.00 26 REMOVE ROADSIDE SIGN (WOOD POST) EA 175.0000 1,225.00 7.000 1,225.00 7.000 1,225.00 27 REMOVE ROADSIDE SIGN PANEL EA 110.0000 220.00 0.000 0.00 28 REMOVE SIGN STRUCTURE EA 5,000.0000 50,000.00 10.000 50,000.00 29 RECONSTRUCT SIGN STRUCTURE, (LOCATION A) LS 8,000.0000 8,000.00 1.000 8,000.00 30 RECONSTRUCT SIGN STRUCTURE, (LOCATION B) LS 7,500.0000 7,500.00 1.000 7,500.00 31 REMOVE ASPHALT CONCRETE DIKE M 0.5000 3,250.00 6,254.000 3,127.00 32 REMOVE PIPE M 40.0000 7,200.00 194.110 7,764.40 33 REMOVE INLET EA 1,600.0000 35,200.00 22.000 35,200.00 34 RELOCATE CONCRETE BARRIER (TYPE K) M 30.0000 303,000.00 9,616.630 288,498.90 35 MODIFY INLET EA 3,000.0000 108,000.00 35.000 105,000.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 154,700.00 13,835.400 35,972.04 68,163.400 177,224.84 37 REMOVE CONCRETE M3 175.0000 5,775.00 33.000 5,775.00 38 CAP INLET EA 1,000.0000 19,000.00 20.000 20,000.00 39 REMOVE BARRIER RAILING M 180.0000 55,800.00 0.000 0.00 40 REMOVE BRIDGE RAILING M 50.0000 27,000.00 390.000 19,500.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,800.0000 17,800.00 1.000 17,800.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,700.0000 50,700.00 1.000 50,700.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,400.0000 20,400.00 1.000 20,400.00 44 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,900.0000 5,900.00 1.000 5,900.00 45 BRIDGE REMOVAL (PORTION), LOCATION E LS 34,200.0000 34,200.00 1.000 34,200.00 46 BRIDGE REMOVAL (PORTION), LOCATION F LS 14,600.0000 14,600.00 1.000 14,600.00 47 BRIDGE REMOVAL (PORTION), LOCATION G LS 19,600.0000 19,600.00 1.000 19,600.00 48 BRIDGE REMOVAL (PORTION), LOCATION H LS 15,500.0000 15,500.00 1.000 15,500.00 49 CLEARING AND GRUBBING LS 20,250.0000 20,250.00 1.000 20,250.00 PROGRAM CAS145 PAGE 3 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 14,580.0000 14,580.00 0.005 72.90 0.995 14,507.10 51 ROADWAY EXCAVATION M3 18.0000 693,000.00 38,500.000 693,000.00 52 LEAD COMPLIANCE PLAN LS 3,726.0000 3,726.00 1.000 3,726.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 270.0000 561,870.00 2,081.000 561,870.00 54 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 18,000.00 830.000 20,750.00 55 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 118,710.00 1,319.000 118,710.00 56 STRUCTURE BACKFILL (RETAINING WALL) M3 98.0000 24,500.00 293.350 28,748.30 57 SOIL ANCHOR M 120.0000 243,240.00 2,092.000 251,040.00 S) 58 HIGHWAY PLANTING LS 18,000.0000 18,000.00 0.184 3,312.00 0.195 3,510.00 S) 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 63 STABILIZING EMULSION (EROSION CONTROL) KG 50.0000 7,500.00 0.000 0.00 S) 64 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 65 IRRIGATION SYSTEM LS 275,000.0000 275,000.00 0.472 129,800.00 0.670 184,250.00 S) 66 200 MM CORRUGATED HIGH DENSITY M 300.0000 12,000.00 11.000 3,300.00 S) POLYETHYLENE PIPE CONDUIT 67 250 MM WELDED STEEL PIPE CONDUIT M 300.0000 4,500.00 0.000 0.00 S) (6.35 MM THICK) 68 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 6,800.00 45.490 9,098.00 69 LEAN CONCRETE BASE M3 154.0000 3,927,000.00 24,479.120 3,769,784.48 70 ASPHALT CONCRETE (TYPE A) TONN 86.0000 1,324,400.00 132.650 11,407.90 13,391.600 1,151,677.60 71 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 10,780.00 1,428.200 4,998.70 1,428.200 4,998.70 72 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,575.00 359.050 1,256.68 359.050 1,256.68 73 CONCRETE PAVEMENT M3 205.0000 10,024,500.00 48,610.520 9,965,156.60 74 SEAL PAVEMENT JOINT M 2.6000 247,000.00 83,454.000 216,980.40 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 5,850.00 1,914.000 2,871.00 2,006.000 3,009.00 (BROKEN 3.66M - 0.9M) 76 GRIND EXISTING CONCRETE M2 7.0000 139,300.00 19,900.000 139,300.00 S) PAVEMENT PROGRAM CAS145 PAGE 4 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 425.0000 178,500.00 408.258 173,509.65 S) PILING 78 FURNISH PILING (CLASS 625) M 105.0000 65,310.00 591.000 62,055.00 79 DRIVE PILE (CLASS 625) EA 1,160.0000 90,480.00 78.000 90,480.00 S) 80 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 135.0000 2,187,000.00 15,739.088 2,124,776.88 S) PILING (BARRIER) 81 PRESTRESSING CAST-IN-PLACE CONCRETE LS 525,000.0000 525,000.00 1.000 525,000.00 S) 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 580.0000 154,280.00 266.000 154,280.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 890.0000 4,198,130.00 4,724.500 4,204,805.00 F) 84 STRUCTURAL CONCRETE, RETAINING WALL M3 575.0000 235,750.00 349.750 201,106.25 85 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 179,600.00 449.000 179,600.00 F) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 715.0000 578,435.00 809.000 578,435.00 F) (TYPE N) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 975.0000 320,775.00 374.360 365,001.00 (TYPE R) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 51,000.00 21.300 36,210.00 89 PAVING NOTCH EXTENSION M3 1,100.0000 16,500.00 15.640 17,204.00 90 DRILL AND BOND DOWEL M 40.0000 8,480.00 263.400 10,536.00 91 CLEAN EXPANSION JOINT M 65.0000 24,310.00 80.000 5,200.00 267.000 17,355.00 92 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 177.0000 3,453,447.00 17,706.000 3,133,962.00 93 SOUND WALL (MASONRY BLOCK) M2 195.0000 286,650.00 1,466.000 285,870.00 94 PTFE BEARING EA 1,000.0000 16,000.00 16.000 16,000.00 S) 95 JOINT SEAL (TYPE AL) M 150.0000 6,750.00 74.676 11,201.40 74.676 11,201.40 S) 96 JOINT SEAL (MR 15 MM) M 200.0000 54,200.00 231.648 46,329.60 231.648 46,329.60 S) 97 JOINT SEAL (MR 40 MM) M 350.0000 35,700.00 64.313 22,509.55 64.313 22,509.55 S) 98 JOINT SEAL (MR 50 MM) M 325.0000 148,850.00 238.963 77,662.98 238.963 77,662.98 S) 99 BAR REINFORCING STEEL KG 1.5000 54,225.00 38,950.000 58,425.00 SF) 00 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 1,187,262.00 661,660.000 1,190,988.00 SF) 01 HEADED BAR REINFORCEMENT EA 10.0000 400.00 40.000 400.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 957,200.00 85,210.000 852,100.00 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 95,720.00 85,210.000 85,210.00 SF) PROGRAM CAS145 PAGE 5 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 760 MM CAST-IN-DRILLED-HOLE M 750.0000 24,000.00 72.080 54,060.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 240,000.00 33.000 79,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 06 METAL (BARRIER MOUNTED SIGN) KG 15.0000 46,650.00 5,470.000 82,050.00 07 ROADSIDE SIGN - ONE POST EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 08 ROADSIDE SIGN - TWO POST EA 1,250.0000 1,250.00 0.000 0.00 09 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 2,250.00 10.000 2,250.00 METHOD) 10 INSTALL SIGN OVERLAY M2 1,000.0000 5,000.00 0.000 0.00 11 INSTALL SIGN PANEL ON EXISTING FRAME M2 55.0000 3,190.00 0.000 0.00 12 450 MM ALTERNATIVE PIPE CULVERT M 215.0000 113,950.00 537.100 115,476.50 13 JACKED 450 MM REINFORCED CONCRETE PIPE M 2,200.0000 39,600.00 18.000 39,600.00 (CLASS II) 14 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 81.0000 1,215.00 15.000 1,215.00 (2.01 MM THICK) 15 300 MM ENTRANCE TAPER EA 545.0000 1,635.00 2.000 1,090.00 4.000 2,180.00 16 450 MM CORRUGATED STEEL PIPE RISER M 550.0000 4,950.00 7.500 4,125.00 (2.01 MM THICK) 17 450 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 6,250.00 4.000 5,000.00 18 ROCK SLOPE PROTECTION M3 540.0000 2,700.00 4.000 2,160.00 (BACKING NO. 1, METHOD B) 19 SLOPE PAVING (CONCRETE) M3 900.0000 108,900.00 121.000 108,900.00 F) 20 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 15.0000 375.00 20.000 300.00 21 MINOR CONCRETE (MISCELLANEOUS M3 1,300.0000 29,900.00 22.500 29,250.00 CONSTRUCTION) 22 MISCELLANEOUS IRON AND STEEL KG 4.5000 85,635.00 19,030.000 85,635.00 SF) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 110.0000 2,640.00 24.000 2,640.00 24 TRANSITION RAILING (TYPE WB) EA 4,500.0000 58,500.00 1.000 4,500.00 19.000 85,500.00 S) 25 METAL BEAM GUARD RAILING (WOOD POST) M 95.0000 33,250.00 11.430 1,085.85 335.320 31,855.40 S) 26 CHAIN LINK RAILING (TYPE 7L) M 210.0000 25,200.00 120.000 25,200.00 SF) 27 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 36,000.00 2.000 6,000.00 12.000 36,000.00 S) 28 CONCRETE BARRIER (TYPE 736) M 320.0000 1,558,400.00 4,670.700 1,494,624.00 29 CONCRETE BARRIER (TYPE 60G) M 210.0000 1,045,800.00 4,295.000 901,950.00 30 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 355.0000 20,235.00 57.000 20,235.00 F) PROGRAM CAS145 PAGE 6 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60GA) M 350.0000 178,500.00 510.000 178,500.00 F) 32 CONCRETE BARRIER (TYPE 60GC) M 415.0000 1,025,050.00 819.000 339,885.00 33 CONCRETE BARRIER (TYPE 60GE) M 600.0000 102,000.00 420.000 252,000.00 34 CONCRETE BARRIER (TYPE 732R) M 310.0000 242,730.00 783.000 242,730.00 F) 35 CONCRETE BARRIER (TYPE 60GW MODIFY) M 670.0000 1,567,800.00 2,305.000 1,544,350.00 36 CONCRETE BARRIER (TYPE 736 MODIFIED) M 145.0000 99,615.00 687.000 99,615.00 F) 37 CONCRETE BARRIER (TYPE 736R MODIFIED) M 315.0000 64,260.00 204.000 64,260.00 F) 38 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 12,950.00 183.300 6,415.50 183.300 6,415.50 S) 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 110,500.00 80,669.000 68,568.65 80,669.000 68,568.65 S) 40 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8000 3,060.00 1,966.000 3,538.80 1,966.000 3,538.80 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 6,300.00 381.000 571.50 381.000 571.50 S) (BROKEN 10.98 M - 3.66 M) 42 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 58,050.00 39,034.000 17,565.30 128,471.000 57,811.95 S) 43 PAINT PAVEMENT MARKING (2-COAT) M2 15.0000 975.00 61.770 926.55 S) 44 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 42,500.00 7,755.000 9,693.75 27,152.000 33,940.00 S) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 58,300.00 9,673.000 26,600.75 17,807.000 48,969.25 S) 46 PAVEMENT MARKER EA 25.0000 7,500.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 47 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 27,500.00 758.000 37,900.00 S) 48 TRAFFIC MONITORING STATION (LOCATION 1) LS 50,000.0000 50,000.00 0.200 10,000.00 0.518 25,900.00 S) 49 TRAFFIC MONITORING STATION (LOCATION 2) LS 50,000.0000 50,000.00 0.116 5,800.00 0.474 23,700.00 S) 50 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1000,000.0000 1,000,000.00 0.102 102,000.00 0.794 794,000.00 S) 51 FIBER OPTIC SYSTEM LS 1300,000.0000 1,300,000.00 0.994 1,292,200.00 S) 52 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 53 MAINTAIN EXISTING PLANTING LS 150,000.0000 150,000.00 0.938 140,700.00 54 MAINTAIN EXISTING IRRIGATION LS 50,000.0000 50,000.00 0.938 46,900.00 55 SEAL LONGITUDINAL ISOLATION M 7.0000 139,300.00 19,530.000 136,710.00 56 JOINT REPAIR SPALLED JOINTS M2 7.0000 1,400.00 0.000 0.00 57 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 165.0000 2,475.00 0.000 0.00 PILING PROGRAM CAS145 PAGE 7 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-354804 TIME 03:32 PM ESTIMATE NO. 23 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: KAWWA, JABRA DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 719,573.08 44,876,528.45 ADJUSTMENT OF COMPENSATION 2,904.91 2,117,870.40 EXTRA WORK 22,194.76 1,840,292.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 744,672.75 48,834,691.15 58 MOBILIZATION LS 4500,000.0000 4,500,000.00 1.000 4,500,000.00 ORIGINAL CONTRACT AMOUNT 51,635,850.00 TOTAL WORK COMPLETED 744,672.75 53,334,691.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -48,528.00 TOTAL 744,672.75 53,286,163.15 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/17/06 495 04/10/06 04/03/06 01/31/08 390 36 12 0 97% 100% PROGRESS IS SATISFACTORY KAWWA, JABRA RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 12/26/07