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 06/21/11 EST. NO.11 TIME 07:56 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0E5704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/21/11 EST. NO.11 TIME 07:56 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0E5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 LOCATION PROGRESS ESTIMATE 12-ORA-5-8.5/9.4 ----------------- BEADOR CONSTRUCTION CO. INC. IN ORANGE COUNTY IN SAN JUAN 26320 LESTER CIRCLE CAPISTRANO FROM 0.5 MI S OF SAN CORONA CA 92883 JUAN CREEK ROAD UNDERCROSSING TO 0.5 MI N OF SAN JUAN CREEK BRIDGE FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 300.0000 180,000.00 20.000 6,000.00 206.000 61,800.00 04 TEMPORARY FENCE (TYPE ESA) LF 6.0000 7,800.00 0.000 0.00 05 TEMPORARY ARROYO TOAD FENCE LF 13.0000 16,900.00 0.000 0.00 06 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.500 1,000.00 0.500 1,000.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 2.5000 16,175.00 0.000 0.00 09 TEMPORARY SILT FENCE LF 3.7500 9,975.00 0.000 0.00 10 TEMPORARY GRAVEL BAG BERM LF 6.0000 3,600.00 0.000 0.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 8,000.0000 8,000.00 0.000 0.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 6,000.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 990.00 0.000 0.00 14 STREET SWEEPING LS 35,000.0000 35,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.500 3,750.00 0.500 3,750.00 16 TRAFFIC CONTROL SYSTEM LS 111,127.0000 111,127.00 0.050 5,556.35 0.050 5,556.35 17 TYPE III BARRICADE EA 12.0000 48.00 4.000 48.00 4.000 48.00 18 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.1000 2,294.00 283.000 877.30 283.000 877.30 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 3,090.00 16,542.000 2,481.30 16,542.000 2,481.30 20 CHANNELIZER (SURFACE MOUNTED) EA 12.0000 1,800.00 96.000 1,152.00 96.000 1,152.00 21 TEMPORARY PAVEMENT MARKER EA 3.0000 3,480.00 500.000 1,500.00 500.000 1,500.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 60,000.0000 60,000.00 0.050 3,000.00 0.050 3,000.00 PROGRAM CAS145 PAGE 2 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 8.0000 78,000.00 6,280.000 50,240.00 6,280.000 50,240.00 24 TEMPORARY CRASH CUSHION MODULE EA 250.0000 50,000.00 155.000 38,750.00 155.000 38,750.00 25 TEMPORARY TRAFFIC SCREEN LF 1.5000 14,625.00 6,280.000 9,420.00 6,280.000 9,420.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7000 3,346.00 0.000 0.00 (HAZARDOUS WASTE) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 4,109.00 5,090.000 3,563.00 5,090.000 3,563.00 STRIPE (HAZARDOUS WASTE) 28 ABANDON CULVERT LF 4.0000 1,200.00 0.000 0.00 29 REMOVE CHAIN LINK FENCE LF 5.0000 8,950.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 8.0000 2,080.00 0.000 0.00 31 REMOVE TRAFFIC STRIPE LF 0.7000 1,540.00 0.000 0.00 32 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 3,498.00 0.000 0.00 33 REMOVE PAINTED PAVEMENT MARKING SQFT 3.7000 1,110.00 0.000 0.00 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,605.00 0.000 0.00 35 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 1,105.00 340.000 1,105.00 340.000 1,105.00 36 REMOVE PAVEMENT MARKER EA 1.0000 940.00 506.000 506.00 506.000 506.00 37 REMOVE ROADSIDE SIGN EA 50.0000 900.00 0.000 0.00 38 REMOVE ROADSIDE SIGN EA 50.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 7,000.0000 7,000.00 0.000 0.00 40 REMOVE PIPE LF 20.0000 7,800.00 0.000 0.00 41 REMOVE INLET EA 850.0000 5,950.00 0.000 0.00 42 REMOVE HEADWALL EA 750.0000 1,500.00 0.000 0.00 43 REMOVE DELINEATOR EA 7.0000 210.00 0.000 0.00 44 SALVAGE METAL BRIDGE RAILING LF 4.0000 3,352.00 0.000 0.00 45 RECONSTRUCT CHAIN LINK FENCE LF 26.0000 910.00 0.000 0.00 46 RELOCATE ROADSIDE SIGN-ONE POST EA 100.0000 100.00 0.000 0.00 47 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 200.00 0.000 0.00 48 RELOCATE WATER METER LS 2,000.0000 2,000.00 0.000 0.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 54.0000 3,564.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE CY 110.0000 34,100.00 0.000 0.00 51 REMOVE SOUND WALL SQFT 3.4000 17,306.00 0.000 0.00 52 CAP INLET EA 1,250.0000 1,250.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,500.0000 27,500.00 0.000 0.00 54 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 0.000 0.00 55 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.000 0.00 56 ROADWAY EXCAVATION CY 23.5000 170,610.00 0.000 0.00 57 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 58 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 85,255.00 0.000 0.00 F) 59 STRUCTURE EXCAVATION (TYPE A) CY 55.0000 23,100.00 0.000 0.00 F) 60 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 195,920.00 0.000 0.00 F) 61 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 78,600.00 0.000 0.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 113,400.00 0.000 0.00 F) 63 PERVIOUS BACKFILL MATERIAL (RETAINING CY 400.0000 34,800.00 0.000 0.00 F) WALL) 64 SAND BACKFILL CY 110.0000 3,850.00 0.000 0.00 65 HIGHWAY PLANTING LS 102,500.0000 102,500.00 0.000 0.00 66 PRUNE EXISTING PLANTS LS 6,000.0000 6,000.00 0.000 0.00 67 ROCK BLANKET SQYD 57.0000 85,500.00 0.000 0.00 68 MAINTAIN EXISTING PLANTED AREAS LS 3,000.0000 3,000.00 0.000 0.00 69 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 70 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.000 0.00 71 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 72 10" CORRUGATED HIGH DENSITY LF 50.0000 4,000.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 73 10" WELDED STEEL PIPE CONDUIT LF 130.0000 6,500.00 0.000 0.00 (.250" THICK) 74 CLASS 2 AGGREGATE SUBBASE CY 34.0000 94,860.00 0.000 0.00 75 AGGREGATE BASE (APPROACH SLAB) CY 360.0000 2,160.00 0.000 0.00 76 LEAN CONCRETE BASE CY 125.0000 147,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT (TYPE A) TON 72.0000 370,800.00 0.000 0.00 78 GEOSYNTHETIC MATERIALS SQFT 0.4000 2,736.00 0.000 0.00 79 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 80 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 9.0000 1,710.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 1,350.00 0.000 0.00 82 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 450.00 0.000 0.00 83 TACK COAT TON 1,325.0000 14,575.00 0.000 0.00 84 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 416,000.00 0.000 0.00 85 SEAL PAVEMENT JOINT LF 2.9500 6,608.00 0.000 0.00 86 SEAL ISOLATION JOINT LF 7.1000 15,904.00 0.000 0.00 87 FURNISH PILING (CLASS 200) LF 18.0000 60,696.00 0.000 0.00 88 DRIVE PILE (CLASS 200) EA 1,500.0000 124,500.00 0.000 0.00 89 FURNISH PILING (CLASS 200) LF 18.0000 114,120.00 0.000 0.00 (ALTERNATIVE X) 90 DRIVE PILE (CLASS 200) EA 1,500.0000 319,500.00 0.000 0.00 (ALTERNATIVE X) 91 FURNISH 24" CAST-IN-STEEL SHELL LF 85.0000 230,945.00 0.000 0.00 CONCRETE PILING 92 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 9,500.0000 285,000.00 0.000 0.00 PILE 93 SEAL COURSE CONCRETE CY 125.0000 10,125.00 0.000 0.00 94 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 480.0000 203,040.00 0.000 0.00 F) 95 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 870,350.00 0.000 0.00 F) 96 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 318,150.00 0.000 0.00 F) 97 STRUCTURAL CONCRETE, APPROACH SLAB CY 710.0000 71,710.00 0.000 0.00 F) (TYPE N) 98 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,150.0000 62,100.00 0.000 0.00 (TYPE R) 99 MINOR CONCRETE (MINOR STRUCTURE) CY 515.0000 49,955.00 0.000 0.00 F) 00 PAVING NOTCH EXTENSION CF 670.0000 12,060.00 0.000 0.00 01 DRILL AND BOND DOWEL LF 20.0000 6,800.00 0.000 0.00 02 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,000.0000 152,000.00 0.000 0.00 BULB-TEE GIRDER (130'-140') 03 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,250.0000 153,000.00 0.000 0.00 BULB-TEE GIRDER (140'-150') PROGRAM CAS145 PAGE 5 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ERECT PRECAST PRESTRESSED CONCRETE EA 8,600.0000 68,800.00 0.000 0.00 GIRDER 05 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 254,016.00 0.000 0.00 F) 06 JOINT SEAL (MR 1/2") LF 55.0000 2,805.00 0.000 0.00 F) 07 JOINT SEAL (MR 1") LF 22.0000 3,828.00 0.000 0.00 08 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 281,600.00 0.000 0.00 F) 09 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 76,856.00 0.000 0.00 F) 10 HEADED BAR REINFORCEMENT EA 7.1000 11,147.00 0.000 0.00 F) 11 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6000 100,568.00 0.000 0.00 F) 12 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 9,670.00 0.000 0.00 F) 13 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,435.00 0.000 0.00 14 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 16.0000 608.00 0.000 0.00 15 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,800.00 0.000 0.00 (0.063"-UNFRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 1,480.00 0.000 0.00 (0.080"-UNFRAMED) 17 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 638.00 0.000 0.00 (0.063"-FRAMED) 18 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,610.00 0.000 0.00 (0.080"-FRAMED) 19 METAL (WALL MOUNTED SIGN) LB 6.8000 9,588.00 0.000 0.00 20 ROADSIDE SIGN - ONE POST EA 270.0000 8,910.00 0.000 0.00 21 ROADSIDE SIGN - TWO POST EA 660.0000 2,640.00 0.000 0.00 22 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 680.00 0.000 0.00 METHOD) 23 8" PLASTIC PIPE (PVC) LF 110.0000 990.00 0.000 0.00 24 10" PLASTIC PIPE (PVC) LF 53.0000 2,014.00 0.000 0.00 25 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 47.0000 6,580.00 0.000 0.00 PIPE 26 18" REINFORCED CONCRETE PIPE LF 58.0000 51,040.00 0.000 0.00 27 WELDED STEEL PIPE CASING (BRIDGE) LF 145.0000 5,655.00 0.000 0.00 28 ROCK SLOPE PROTECTION CY 130.0000 6,240.00 0.000 0.00 (1/2 TON, METHOD A) 29 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 280.0000 1,400.00 0.000 0.00 30 ROCK SLOPE PROTECTION FABRIC SQYD 11.0000 902.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROCK SLOPE PROTECTION FABRIC, CLASS 8 SQYD 41.0000 574.00 0.000 0.00 32 MINOR CONCRETE (MISCELLANEOUS CY 310.0000 145,700.00 0.000 0.00 CONSTRUCTION) 33 MISCELLANEOUS IRON AND STEEL LB 2.0000 9,754.00 0.000 0.00 F) 34 MISCELLANEOUS METAL LB 3.8000 15,048.00 0.000 0.00 F) (RESTRAINER - PIPE TYPE) 35 MISCELLANEOUS METAL LB 8.5000 51,850.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 36 BRIDGE DECK DRAINAGE SYSTEM LB 4.5000 84,330.00 0.000 0.00 F) 37 CHAIN LINK FENCE (TYPE CL-1.5) LF 21.0000 11,025.00 0.000 0.00 38 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 16,800.00 0.000 0.00 39 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 17,780.00 0.000 0.00 40 DELINEATOR (FLEXIBLE) EA 65.0000 1,560.00 0.000 0.00 41 DELINEATOR (CLASS 1) EA 32.0000 1,088.00 0.000 0.00 42 GUARD RAILING DELINEATOR EA 40.0000 400.00 0.000 0.00 43 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 44 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 5,400.00 0.000 0.00 45 CRASH CUSHION (REACT 9CBB) EA 65,000.0000 65,000.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 290.0000 17,980.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 86.0000 43,000.00 0.000 0.00 48 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 71.0000 139,160.00 0.000 0.00 F) 49 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,210.00 0.000 0.00 50 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,277.00 0.000 0.00 51 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 2,088.00 0.000 0.00 52 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 755.00 0.000 0.00 (BROKEN 36-12) 53 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 480.00 0.000 0.00 (BROKEN 17-7) 54 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 2,324.00 0.000 0.00 55 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.4000 1,296.00 0.000 0.00 56 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.9000 507.00 0.000 0.00 57 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 2,496.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 59 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.000 0.00 60 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 33,000.0000 33,000.00 0.000 0.00 STAGE 1 61 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 17,000.0000 17,000.00 0.000 0.00 STAGE 2 62 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 20,000.0000 20,000.00 0.000 0.00 STAGE 3 63 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 0.000 0.00 (STAGE CONSTRUCTION) 64 LIGHTING AND SIGN ILLUMINATION LS 83,000.0000 83,000.00 0.000 0.00 65 COMMUNICATION SYSTEM (MODIFY) LS 21,000.0000 21,000.00 0.000 0.00 66 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.000 0.00 67 MODIFY RAMP METERING SYSTEM LS 57,000.0000 57,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E5704 TIME 07:56 AM ESTIMATE NO. 11 BID OPENING 05/20/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 06/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 132,198.95 187,998.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 132,198.95 187,998.95 68 MOBILIZATION LS 550,000.0000 550,000.00 0.500 275,000.00 0.500 275,000.00 ORIGINAL CONTRACT AMOUNT 8,404,700.00 TOTAL WORK COMPLETED 407,198.95 462,998.95 MATERIALS ON HAND ON SITE 474,410.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 407,198.95 937,408.95 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 07/13/10 850 08/12/10 08/12/10 01/28/13 206 13 0 0 5% 24% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/11