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 12/22/06 EST. NO.08 TIME 08:21 AM R.E. NAME: JOUBEEN, JAY 12-0A3904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0005 219,482.00 E.W. @ L.S.(+) 121806 N 005 0 0006 22,483.86 A.C. @ U.P.(+) 121806 N 006 0 0007 161,160.00 121806 N 007 0 0008 2,616.00 121806 N 008 0 405,741.86 TOTAL THIS ESTIMATE 610,609.69 TOTAL PREVIOUS ESTIMATE 1,016,351.55 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 12/22/06 EST. NO.08 TIME 08:21 AM R.E. NAME: JOUBEEN, JAY 12-0A3904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING CPR -10,000.00 03 RET MISSING CPR 10,000.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A3904 TIME 08:21 AM ESTIMATE NO. 08 BID OPENING 10/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 12/22/06 LOCATION PROGRESS ESTIMATE 12-ORA-5-7.3/8.0 ----------------- PETERSON-CHASE GENERAL IN ORANGE COUNTY IN SAN JUAN ENGINEERING CONSTRUCTION, INC. CAPISTRANO ON ROUTE 5 AT STONEHILL 1792 KAISER AVENUE DRIVE AND CAMINO CAPISTRANO IRVINE, CA 92614-5706 NORTHBOUND SERRA ON RAMP FED. AID NO. ACIM-005 -2(931)79E REALIGN RAMP AND EXTEND RAMP METER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 REACT 350.4 CRASH TERMINAL EA 52,000.0000 52,000.00 0.000 0.00 02 ROADWAY EXCAVATION (TYPE Z-2) M3 175.0000 353,500.00 0.000 0.00 03 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.250 1,125.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 34.0000 3,230.00 95.000 3,230.00 05 PREPARE STORM WATER POLLUTION LS 9,375.0000 9,375.00 1.000 9,375.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 54,000.0000 54,000.00 0.100 5,400.00 0.700 37,800.00 07 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.050 250.00 0.850 4,250.00 S) 08 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.100 21,000.00 0.700 147,000.00 S) 09 PAINTED TRAFFIC STRIPE (2 COAT) M 2.2000 2,200.00 1,000.000 2,200.00 S) BROKEN 200 MM WHITE 10 PAINTED TRAFFIC STRIPE (2 COAT) M 0.8000 2,480.00 3,100.000 2,480.00 S) BROKEN 100 MM WHITE 11 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,350.00 0.000 0.00 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 65.0000 84,500.00 1,068.000 69,420.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 200.0000 22,000.00 39.000 7,800.00 S) 15 TEMPORARY TRAFFIC SCREEN M 10.0000 4,400.00 400.000 4,000.00 S) 16 REMOVE CHAIN LINK FENCE M 24.0000 2,640.00 110.000 2,640.00 17 REMOVE METAL BEAM GUARD RAILING M 36.0000 828.00 23.000 828.00 18 REMOVE PAINTED TRAFFIC STRIPE M 1.7000 3,621.00 2,130.000 3,621.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 11.0000 11,440.00 2,173.000 23,903.00 20 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 140.0000 980.00 32.220 4,510.80 21 REMOVE PAVEMENT MARKER EA 1.1000 1,584.00 1,440.000 1,584.00 22 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 200.00 1.000 200.00 PROGRAM CAS145 PAGE 2 DATE 12/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A3904 TIME 08:21 AM ESTIMATE NO. 08 BID OPENING 10/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 12/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 (STRAP AND SADDLE BRACKET METHOD) 24 REMOVE ASPHALT CONCRETE DIKE M 5.0000 4,100.00 811.000 4,055.00 25 REMOVE PIPE M 36.0000 10,800.00 31.000 1,116.00 26 REMOVE INLET EA 600.0000 2,400.00 2.000 1,200.00 27 REMOVE HEADWALL EA 700.0000 2,800.00 3.000 2,100.00 28 REMOVE DOWNDRAIN M 500.0000 2,500.00 5.000 2,500.00 29 RELOCATE ROADSIDE SIGN-ONE POST EA 250.0000 250.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN-TWO POST EA 500.0000 500.00 0.000 0.00 31 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,720.00 0.000 0.00 32 CAP INLET EA 800.0000 1,600.00 1.000 800.00 33 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 34 ROADWAY EXCAVATION M3 34.0000 445,400.00 10,822.000 367,948.00 35 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 67.0000 542,030.00 218.000 14,606.00 3,292.000 220,564.00 37 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 274,950.00 0.000 0.00 38 PERVIOUS BACKFILL MATERIAL (RETAINING M3 50.0000 20,500.00 0.000 0.00 WALL) 39 STRAW (EROSION CONTROL) TONN 825.0000 3,630.00 0.000 0.00 S) 40 FIBER (EROSION CONTROL) KG 1.0000 1,000.00 0.000 0.00 S) 41 COMPOST (EROSION CONTROL) KG 0.8500 1,275.00 0.000 0.00 S) 42 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 225.0000 675.00 0.000 0.00 S) 43 PURE LIVE SEED (EROSION CONTROL) KG 120.0000 5,760.00 0.000 0.00 S) 44 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 950.00 0.000 0.00 S) 45 CLASS 2 AGGREGATE SUBBASE M3 77.0000 124,740.00 0.000 0.00 46 CLASS 2 AGGREGATE BASE M3 77.0000 218,680.00 0.000 0.00 47 ASPHALT TREATED PERMEABLE BASE M3 250.0000 87,500.00 0.000 0.00 48 ASPHALT CONCRETE (TYPE A) TONN 114.0000 429,780.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 300.0000 25,800.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 12/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A3904 TIME 08:21 AM ESTIMATE NO. 08 BID OPENING 10/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 12/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 20.0000 1,060.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 17,200.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 2,600.00 0.000 0.00 53 LIQUID ASPHALT (PRIME COAT) TONN 150.0000 2,850.00 0.000 0.00 54 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 1,280,500.00 121.000 78,650.00 575.000 373,750.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 2,300.0000 82,800.00 27.230 62,629.00 F) 56 MINOR CONCRETE (PIPE ENCASEMENT) M3 300.0000 2,700.00 0.000 0.00 F) 57 BAR REINFORCING STEEL (RETAINING WALL) KG 2.6000 452,400.00 15,947.000 41,462.20 63,825.000 165,945.00 SF) 58 ROADSIDE SIGN - ONE POST EA 325.0000 1,625.00 0.000 0.00 59 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 750.00 0.000 0.00 METHOD) 60 450 MM REINFORCED CONCRETE PIPE M 200.0000 6,800.00 30.500 6,100.00 61 600 MM REINFORCED CONCRETE PIPE M 265.0000 151,050.00 304.000 80,560.00 62 900 MM REINFORCED CONCRETE PIPE M 300.0000 3,600.00 12.000 3,600.00 63 80 MM PLASTIC PIPE (EDGE DRAIN) M 60.0000 35,400.00 0.000 0.00 64 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 110.0000 7,150.00 0.000 0.00 65 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 3,000.00 20.000 3,000.00 (2.01 MM THICK) 66 400 MM GRATED LINE DRAIN M 400.0000 2,400.00 0.000 0.00 67 450 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 0.000 0.00 68 ROCK SLOPE PROTECTION M3 250.0000 4,000.00 15.660 3,915.00 (FACING, METHOD B) 69 ROCK SLOPE PROTECTION FABRIC M2 12.0000 648.00 53.820 645.84 70 MINOR CONCRETE CURB (TYPE A1 - 200) M 150.0000 3,900.00 0.000 0.00 71 MINOR CONCRETE (GUTTER) M3 800.0000 20,000.00 0.000 0.00 72 MISCELLANEOUS IRON AND STEEL KG 5.0000 14,100.00 1,500.000 7,500.00 SF) 73 CHAIN LINK FENCE (TYPE CL-1.8) M 58.0000 10,440.00 0.000 0.00 S) 74 DELINEATOR (CLASS 1) EA 40.0000 680.00 0.000 0.00 75 GUARD RAILING DELINEATOR EA 23.0000 667.00 0.000 0.00 76 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 2,730.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A3904 TIME 08:21 AM ESTIMATE NO. 08 BID OPENING 10/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 12/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 METAL BEAM GUARD RAILING M 117.0000 6,669.00 0.000 0.00 S) (APPROACH RAILING TRANSITION) 78 CABLE RAILING M 55.0000 16,500.00 0.000 0.00 S) 79 TRANSITION RAILING (TYPE WB) EA 4,600.0000 9,200.00 0.000 0.00 S) 80 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 8,100.00 0.000 0.00 S) 81 CONCRETE BARRIER (TYPE 60) M 280.0000 39,200.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60 MODIFIED) M 300.0000 1,500.00 0.000 0.00 83 CONCRETE BARRIER (TYPE 60D) M 230.0000 69,000.00 0.000 0.00 84 CONCRETE BARRIER (TYPE 60D MODIFIED) M 250.0000 5,500.00 0.000 0.00 85 THERMOPLASTIC PAVEMENT MARKING M2 71.0000 3,763.00 0.000 0.00 S) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,925.00 0.000 0.00 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.6000 1,008.00 0.000 0.00 S) 88 200 MM WHITE PAINT TRAFFIC STRIPE M 3.3000 396.00 123.130 406.33 S) (2 COAT) 89 100 MM WHITE PAINT TRAFFIC STRIPE M 1.1000 2,101.00 1,378.910 1,516.80 S) (2 COAT) 90 100 MM YELLOW PAINT TRAFFIC STRIPE M 2.1000 1,239.00 0.000 0.00 S) (2 COAT) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 1,232.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 3,333.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.2000 2,656.00 0.000 0.00 S) 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 4,576.00 358.000 1,575.20 S) 95 LIGHTING AND SIGN ILLUMINATION LS 121,000.0000 121,000.00 0.440 53,240.00 S) 96 COMMUNICATION SYSTEM LS 240,000.0000 240,000.00 0.650 156,000.00 S) 97 RAMP METERING SYSTEM LS 110,000.0000 110,000.00 0.350 38,500.00 S) PROGRAM CAS145 PAGE 5 DATE 12/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A3904 TIME 08:21 AM ESTIMATE NO. 08 BID OPENING 10/06/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 12/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 161,368.20 1,910,932.97 ADJUSTMENT OF COMPENSATION 186,259.86 441,848.21 EXTRA WORK 219,482.00 574,503.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 567,110.06 2,927,284.52 98 MOBILIZATION LS 550,000.0000 550,000.00 0.950 522,500.00 ORIGINAL CONTRACT AMOUNT 6,406,916.00 TOTAL WORK COMPLETED 567,110.06 3,449,784.52 MATERIALS ON HAND ON SITE 5,281.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 567,110.06 3,455,065.56 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 11/18/05 165 05/17/06 05/17/06 01/17/07 122 28 0 0 54% 74% PROGRESS IS SATISFACTORY JOUBEEN, JAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/06