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 05/23/07 EST. NO.09 TIME 08:19 AM R.E. NAME: MARIO CASTILLO 10-0F3004 --------------------------------------------------------------------------- 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 0053 749.55 E.W. @ F.A.(+) 111406 N 0046.0 0083 164.97 100506 N 0093.9 0084 82.47 100906 N 0094.9 0085 119.52 101006 N 0095.9 0086 119.52 101106 N 0096.9 0087 161.42 101506 N 0098.9 0088 137.40 101606 N 0099.9 0089 642.77 101906 N 0102.9 0090 194.23 091706 N 0087.9 0091 209.18 092106 N 0091.9 0092 209.18 083106 N 0112.9 0093 478.11 092506 N 0117.9 0096 77.40 050607 N 0218.0 003 0005 3,862.50 E.W. @ F.A.(+) 030607 N 0210.0 009 0011 173.72 E.W. @ F.A.(+) 091006 N 0070.0 0012 173.72 091106 N 0071.0 0013 188.76 091806 N 0072.0 0018 136.67 100506 N 0077.0 0085 1,650.00 E.W. @ L.S.(+) 110106 N 1CDH 0 9,531.09 TOTAL THIS ESTIMATE 45,730.03 TOTAL PREVIOUS ESTIMATE 55,261.12 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 05/23/07 EST. NO.09 TIME 08:19 AM R.E. NAME: MARIO CASTILLO 10-0F3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO SWPPP COMPLIANCE -80,264.71 02 NO SWPPP COMPLIANCE -43,037.74 03 SWEPP 62,273.86 04 RELEASE SWEPPP 61,028.59 05 NON COMP. CPM -37,645.65 06 CPM COMPLIANCE 37,645.65 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F3004 TIME 08:19 AM ESTIMATE NO. 09 BID OPENING 06/27/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: MARIO CASTILLO DATE OF THIS ESTIMATE 05/23/07 LOCATION PROGRESS ESTIMATE 10-SJ-99-25.4/29.0 ----------------- R & L BROSAMER INC. IN SAN JOAQUIN COUNTY NEAR LODI 1777 OAKLAND BLVD., STE 300 FROM EIGHT MILE ROAD OVERCROSSING WALNUT CREEK CA 94596 TO SOUTH LODI OVERCROSSING FED. AID NO. ACST-P099(502)E ,PHG-P099(502)E CONSTRUCT CONCRETE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 750,000.00 126.000 378,000.00 03 TEMPORARY SUPPORT LS 5,000.0000 5,000.00 1.000 5,000.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.050 2,500.00 0.450 22,500.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 5,000.00 1.000 5,000.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.840 16,800.00 S) 08 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.040 4,000.00 0.660 66,000.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 11,650.00 23,117.000 11,558.50 10 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 14,250.00 137.000 10,275.00 S) 11 TEMPORARY PAVEMENT MARKER EA 4.0000 6,400.00 1,628.000 6,512.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.040 800.00 0.580 11,600.00 S) 13 TEMPORARY RAILING (TYPE K) M 15.0000 183,000.00 11,800.000 177,000.00 14 TEMPORARY CRASH CUSHION MODULE EA 350.0000 91,000.00 365.000 127,750.00 S) 15 TEMPORARY TRAFFIC SCREEN M 15.0000 183,000.00 11,800.000 177,000.00 S) 16 ABANDON CULVERT M 25.0000 10,000.00 493.500 12,337.50 17 REMOVE CABLE BARRIER M 7.0000 26,460.00 3,780.000 26,460.00 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 10,500.00 420.000 10,500.00 S) 19 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 14,920.00 0.000 0.00 S) 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,680.00 2,882.620 5,765.24 S) 21 REMOVE ROADSIDE SIGN EA 150.0000 450.00 3.000 450.00 22 REMOVE CULVERT M 375.0000 2,250.00 6.000 2,250.00 PROGRAM CAS145 PAGE 2 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F3004 TIME 08:19 AM ESTIMATE NO. 09 BID OPENING 06/27/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: MARIO CASTILLO DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 800.0000 13,600.00 17.000 13,600.00 24 REMOVE DELINEATOR EA 25.0000 350.00 14.000 350.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 89,000.00 0.000 0.00 S) 26 REMOVE CONCRETE BARRIER M 50.0000 32,500.00 650.000 32,500.00 27 REMOVE CONCRETE BARRIER (TYPE K) M 1.0000 12,000.00 10,116.000 10,116.00 28 REMOVE CRASH CUSHION (SAND FILLED) EA 1,000.0000 1,000.00 0.000 0.00 S) 29 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 1.000 30,000.00 30 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 31 ROADWAY EXCAVATION M3 60.0000 186,000.00 5,090.000 305,400.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 398,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 33 ROADWAY EXCAVATION (TYPE Y-1) M3 25.0000 29,750.00 1,190.000 29,750.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500.00 35 TRENCH EXCAVATION M3 11.0000 3,960.00 360.000 3,960.00 36 STRUCTURE EXCAVATION (BRIDGE) M3 90.0000 900.00 10.000 900.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 900.00 5.000 900.00 5.000 900.00 F) 38 SAND BACKFILL M3 180.0000 14,580.00 81.000 14,580.00 39 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 9,000.00 0.000 0.00 40 FIBER (EROSION CONTROL) KG 3.0000 330.00 82.500 247.50 S) 41 COMPOST (EROSION CONTROL) M3 300.0000 120.00 1.310 393.00 S) 42 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 350.00 12.540 1,254.00 S) 43 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 46.00 82.500 165.00 S) 44 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 144.00 132.000 528.00 S) 45 CLASS 2 AGGREGATE BASE M3 60.0000 254,400.00 2,661.020 159,661.20 3,061.020 183,661.20 46 ASPHALT CONCRETE TONN 81.0000 2,016,900.00 5,256.870 425,806.47 5,256.870 425,806.47 47 ASPHALT CONCRETE (OPEN GRADED) TONN 80.0000 420,800.00 0.000 0.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 15.0000 7,200.00 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 15.0000 720.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F3004 TIME 08:19 AM ESTIMATE NO. 09 BID OPENING 06/27/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: MARIO CASTILLO DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 450.00 0.000 0.00 51 SHOULDER RUMBLE STRIP STA 100.0000 5,100.00 47.000 4,700.00 47.000 4,700.00 (AC, ROLLED-IN INDENTATIONS) 52 SHOULDER RUMBLE STRIP STA 100.0000 5,100.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 53 ASPHALTIC EMULSION (PAINT BINDER) TONN 10.0000 500.00 0.000 0.00 54 FURNISH PILING (CLASS 625) M 130.0000 6,890.00 53.000 6,890.00 55 DRIVE PILE (CLASS 625) EA 25,000.0000 100,000.00 4.000 100,000.00 S) 56 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 60,000.00 80.000 60,000.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 130,000.00 56.310 112,620.00 F) 58 DRILL AND BOND DOWEL M 75.0000 3,000.00 40.000 3,000.00 59 REFINISH BRIDGE DECK M2 110.0000 4,400.00 0.000 0.00 F) 60 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 22,500.00 12,500.000 22,500.00 SF) 61 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 60,328.00 0.000 0.00 F) 62 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 15,082.00 0.000 0.00 SF) 63 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 21,000.00 6.700 20,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 64 METAL (BARRIER MOUNTED SIGN) EA 150.0000 450.00 0.000 0.00 65 450 MM REINFORCED CONCRETE PIPE M 250.0000 330,000.00 1,320.000 330,000.00 66 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,550.0000 620,000.00 400.000 620,000.00 (CLASS III) 67 FILTER FABRIC M2 5.0000 4,100.00 811.000 4,055.00 68 PERMEABLE MATERIAL M3 55.0000 13,200.00 235.000 12,925.00 69 MINOR CONCRETE (MISCELLANEOUS M3 850.0000 63,750.00 66.000 56,100.00 CONSTRUCTION) 70 FRAME AND GRATE EA 300.0000 25,800.00 51.000 15,300.00 S) 71 OBJECT MARKER (TYPE P) EA 75.0000 300.00 0.000 0.00 72 METAL BEAM GUARD RAILING (STEEL POST) M 85.0000 10,200.00 74.400 6,324.00 S) 73 TRANSITION RAILING (TYPE WB) EA 250.0000 500.00 0.000 0.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 10,000.00 5.000 10,000.00 S) 75 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 14,000.00 5.000 10,000.00 S) 76 CONCRETE BARRIER (TYPE 60C) M 210.0000 1,075,200.00 102.000 21,420.00 102.000 21,420.00 PROGRAM CAS145 PAGE 4 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F3004 TIME 08:19 AM ESTIMATE NO. 09 BID OPENING 06/27/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: MARIO CASTILLO DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 60E) M 560.0000 22,400.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 60A MOD) M 350.0000 23,800.00 67.000 23,450.00 F) 79 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 16,350.00 0.000 0.00 S) (SPRAYABLE) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 9,950.00 0.000 0.00 S) 81 CHANGEABLE MESSAGE SIGN SYSTEM LS 15,000.0000 15,000.00 0.200 3,000.00 0.600 9,000.00 S) 82 COMMUNICATION CONDUIT LS 400,000.0000 400,000.00 0.050 20,000.00 S) 83 TRAFFIC MONITORING STATION (LOCATION 1) LS 50,000.0000 50,000.00 0.050 2,500.00 0.450 22,500.00 S) 84 TRAFFIC MONITORING STATION (LOCATION 2) LS 45,000.0000 45,000.00 0.600 27,000.00 S) 85 TRAFFIC MONITORING STATION (LOCATION 3) LS 40,000.0000 40,000.00 0.050 2,000.00 0.450 18,000.00 S) 86 TRAFFIC MONITORING STATION (LOCATION 4) LS 40,000.0000 40,000.00 0.050 2,000.00 0.450 18,000.00 S) 87 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 0.550 27,500.00 S) 88 MODIFY LIGHTING LS 45,000.0000 45,000.00 0.800 36,000.00 S) 89 WEATHER MONITORING STATION LS 25,000.0000 25,000.00 0.250 6,250.00 0.800 20,000.00 S) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 29,000.00 0.000 0.00 S) STRIPE 92 REMOVE PAVEMENT MARKER EA 2.0000 7,840.00 1,204.000 2,408.00 S) 93 STRUCTURE EXCAVATION (RETAINING WALL) M3 32.0000 32,320.00 1,010.000 32,320.00 94 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 47,355.00 0.000 0.00 S) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 277,200.00 588.390 323,614.50 F) 96 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 36,800.00 18,546.300 37,092.60 SF) 97 CONCRETE BARRIER (TYPE 60D) M 195.0000 93,600.00 0.000 0.00 98 CONCRETE BARRIER (TYPE 736A MOD) M 220.0000 105,600.00 362.960 79,851.20 PROGRAM CAS145 PAGE 5 DATE 05/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F3004 TIME 08:19 AM ESTIMATE NO. 09 BID OPENING 06/27/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/07 R.E. NAME: MARIO CASTILLO DATE OF THIS ESTIMATE 05/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 638,037.67 4,352,289.71 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,531.09 55,261.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 647,568.76 4,407,550.83 99 MOBILIZATION LS 1000,000.0000 1,000,000.00 0.950 950,000.00 ORIGINAL CONTRACT AMOUNT 10,160,175.00 TOTAL WORK COMPLETED 647,568.76 5,357,550.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 647,568.76 5,357,550.83 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 07/12/06 250 07/28/06 07/28/06 12/05/07 115 88 0 0 51% 46% PROGRESS IS SATISFACTORY CCO MARIO CASTILLO RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/07