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 07/22/11 EST. NO.05 TIME 02:37 PM R.E. NAME: AKHONDZADEH, RAHIM 11-089754 --------------------------------------------------------------------------- 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 0016 328.06 E.W. @ F.A.(+) 051711 N 0018.0 0022 905.34 051311 N 0028.0 0023 326.39 052611 N 0029.0 0024 326.39 052711 N 0031.0 0025 347.97 053111 N 0032.0 002 0001 5,929.46 A.C. @ U.P.(+) 052711 N OI-001 0002 22,449.44 062611 N OI-002 0003 16,637.36 071011 N OI-003 004 0006 183.85 E.W. @ F.A.(+) 051311 N 0027.1 007 0002 136,503.52 E.W. @ U.P (+) 072011 N TE-001 0003 72,263.55 072011 N TE-002 256,201.33 TOTAL THIS ESTIMATE 28,561.13 TOTAL PREVIOUS ESTIMATE 284,762.46 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 07/22/11 EST. NO.05 TIME 02:37 PM R.E. NAME: AKHONDZADEH, RAHIM 11-089754 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAY 2011 CPRS -4,000.00 04 DEL JUN'11 CPR -4,000.00 05 -4,000.00 -8,000.00 TOTAL DEDUCTIONS -4,000.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 11-SD-805-25.2/26.3 ----------------- SKANSKA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC FROM 0.2 KM SOUTH OF NOBEL DRIVE 1995 AGUA MANSA ROAD OVERCROSSING TO 0.1 KM NORTH OF RIVERSIDE CA 925092405 EASTGATE MALL OVERCROSSING FED. AID NO. N O N E INTERCHANGE IMPROVEMENTS & ROAD ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.250 1,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 325,000.0000 325,000.00 0.092 29,900.00 0.329 106,925.00 04 TEMPORARY IRRIGATION SUPPLY LINE M 25.0000 22,250.00 0.000 0.00 05 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 2,800.00 0.000 0.00 06 TEMPORARY FENCE (TYPE ESA) M 9.0000 3,870.00 430.000 3,870.00 07 CONSTRUCTION SITE MANAGEMENT LS 99,000.0000 99,000.00 0.092 9,108.00 0.329 32,571.00 08 PREPARE STORM WATER POLLUTION LS 2,900.0000 2,900.00 0.750 2,175.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 8.0000 147,200.00 1,744.970 13,959.76 2,720.330 21,762.64 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 600.0000 2,400.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 31,500.00 2.000 1,000.00 10.000 5,000.00 12 TEMPORARY CHECK DAM M 25.0000 17,750.00 15.850 396.25 13 MOVE-IN/MOVE-OUT EA 200.0000 6,200.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 19,000.00 9.000 2,250.00 15 STREET SWEEPING LS 70,000.0000 70,000.00 0.092 6,440.00 0.329 23,030.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.092 736.00 0.329 2,632.00 17 TEMPORARY HYDRAULIC MULCH M2 0.3500 48,300.00 5,740.800 2,009.28 5,740.800 2,009.28 18 STORM WATER ANNUAL REPORT EA 1,100.0000 4,400.00 0.000 0.00 19 CONSTRUCTION AREA SIGNS LS 125,000.0000 125,000.00 0.037 4,625.00 0.558 69,750.00 20 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.092 14,720.00 0.329 52,640.00 21 TYPE III BARRICADE EA 250.0000 500.00 0.000 0.00 22 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 1,920.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 15,470.00 506.000 328.90 24 TRAFFIC PLASTIC DRUM EA 19.0000 12,255.00 99.000 1,881.00 190.000 3,610.00 25 TEMPORARY PAVEMENT MARKER EA 3.5000 8,855.00 30.000 105.00 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,300.0000 74,400.00 0.000 0.00 27 TEMPORARY RAILING (TYPE K) M 16.0000 283,200.00 1,786.140 28,578.24 4,298.460 68,775.36 28 TEMPORARY CRASH CUSHION MODULE EA 230.0000 149,500.00 161.000 37,030.00 364.000 83,720.00 29 TEMPORARY CRASH CUSHION (ABSORB 350) EA 8,400.0000 50,400.00 6.000 50,400.00 30 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.0000 5,630.00 0.000 0.00 (HAZARDOUS WASTE) 31 ABANDON CULVERT EA 870.0000 13,050.00 10.000 8,700.00 10.000 8,700.00 32 ABANDON INLET EA 765.0000 7,650.00 3.000 2,295.00 3.000 2,295.00 33 ABANDON IRRIGATION CROSSOVER EA 1,375.0000 4,125.00 0.000 0.00 34 REMOVE METAL BEAM GUARD RAILING M 25.0000 5,250.00 189.020 4,725.50 35 REMOVE TRAFFIC STRIPE M 1.5000 23,100.00 467.000 700.50 36 REMOVE PAVEMENT MARKING M2 15.0000 1,650.00 2.200 33.00 37 REMOVE ROADSIDE SIGN EA 94.0000 8,460.00 15.000 1,410.00 58.000 5,452.00 38 REMOVE SIGN STRUCTURE EA 5,000.0000 20,000.00 4.000 20,000.00 39 REMOVE CULVERT M 65.0000 6,435.00 13.000 845.00 17.570 1,142.05 40 REMOVE INLET EA 750.0000 3,750.00 2.000 1,500.00 2.000 1,500.00 41 REMOVE BASE AND SURFACING M3 17.0000 8,500.00 222.000 3,774.00 222.000 3,774.00 42 REMOVE EXISTING METER BOX AND CONSTRUCT EA 29,000.0000 29,000.00 0.000 0.00 METER BOX 43 RESET ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 250.0000 1,500.00 1.500 375.00 45 RELOCATE SIGN STRUCTURE (BRIDGE-MOUNTED) EA 8,200.0000 8,200.00 0.500 4,100.00 46 ADJUST MANHOLE TO GRADE EA 850.0000 1,700.00 0.000 0.00 47 MODIFY INLET EA 2,300.0000 13,800.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 11,795.00 0.000 0.00 49 REMOVE CONCRETE (CHANNEL) M 39.0000 2,028.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 35.0000 32,900.00 178.000 6,230.00 51 PREPARE CONCRETE BRIDGE DECK SURFACE M2 50.0000 6,650.00 0.000 0.00 52 REMOVE CONCRETE (CURB, GUTTER, AND M 8.0000 40,000.00 1,777.840 14,222.72 2,060.240 16,481.92 SIDEWALK) 53 CAP INLET EA 1,550.0000 7,750.00 1.000 1,550.00 54 CAP RISER EA 600.0000 3,000.00 1.000 600.00 55 CAP SEWER MANHOLE EA 3,600.0000 3,600.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION) LS 60,000.0000 60,000.00 0.080 4,800.00 0.080 4,800.00 57 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.800 8,000.00 58 DEVELOP WATER SUPPLY LS 83,000.0000 83,000.00 0.092 7,636.00 0.329 27,307.00 59 ROADWAY EXCAVATION M3 9.2500 660,450.00 6,676.870 61,761.05 21,200.120 196,101.11 60 ROADWAY EXCAVATION (TYPE Y-1) M3 9.2500 38,480.00 4,160.000 38,480.00 (AERIALLY DEPOSITED LEAD) 61 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 62 ADL BURIAL LOCATION REPORT LS 5,500.0000 5,500.00 1.000 5,500.00 63 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 10,000.00 178.000 7,120.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 10,725.00 5.800 377.00 F) 65 SAND BACKFILL M3 210.0000 15,540.00 21.270 4,466.70 66 HIGHWAY PLANTING LS 125,000.0000 125,000.00 0.000 0.00 67 EROSION CONTROL (BIOFILTRATION) M2 3.5000 56,700.00 0.000 0.00 68 EROSION CONTROL (TYPE D) M2 0.7500 1,485.00 0.000 0.00 69 CHECK DAM (EROSION CONTROL) M 5.5000 8,635.00 0.000 0.00 70 DRAINAGE INLET PROTECTION EA 140.0000 2,520.00 0.000 0.00 (EROSION CONTROL) 71 FIBER ROLLS M 7.7500 9,765.00 0.000 0.00 72 EROSION CONTROL M2 0.8000 35,600.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 1,200.00 0.000 0.00 74 ROLLED EROSION CONTROL PRODUCT M2 9.0000 122,580.00 0.000 0.00 (JUTE MESH) 75 MAINTAIN EXISTING PLANTED AREAS LS 28,000.0000 28,000.00 0.000 0.00 76 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 650,000.0000 650,000.00 0.000 0.00 78 100 MM DUCTILE IRON PIPE IRRIGATION M 140.0000 16,800.00 0.000 0.00 SUPPLY LINE 79 100 MM RESILIENT WEDGE GATE VALVE EA 1,700.0000 3,400.00 0.000 0.00 80 250 MM CORRUGATED HIGH DENSITY M 150.0000 49,500.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 81 EXTEND 250 MM CONDUIT M 180.0000 10,800.00 0.000 0.00 82 CLASS 4 AGGREGATE SUBBASE M3 14.0000 152,600.00 2,947.990 41,271.86 3,554.990 49,769.86 83 CLASS 2 AGGREGATE BASE M3 19.0000 143,450.00 1,890.290 35,915.51 2,067.290 39,278.51 84 CEMENT TREATED BASE M3 60.0000 328,800.00 0.000 0.00 (PLANT-MIXED, CLASS A) 85 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,550.0000 9,300.00 0.000 0.00 86 HOT MIX ASPHALT TONN 76.0000 1,740,400.00 4,640.430 352,672.68 5,153.240 391,646.24 87 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 4,100.0000 10,660.00 0.000 0.00 PAVEMENT INTERLAYER) 88 GEOSYNTHETIC PAVEMENT INTERLAYER M2 4.0000 6,720.00 0.000 0.00 89 DATA CORE LS 4,100.0000 4,100.00 0.000 0.00 90 PLACE HOT MIX ASPHALT DIKE M 5.0000 15,650.00 0.000 0.00 91 PLACE HOT MIX ASPHALT M2 10.0000 25,200.00 0.000 0.00 (MISCELLANEOUS AREA) 92 TACK COAT TONN 1,000.0000 37,000.00 0.416 416.00 0.416 416.00 93 PORTLAND CEMENT CONCRETE BASE M3 196.0000 74,480.00 7.650 1,499.40 7.650 1,499.40 94 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 395.0000 24,885.00 63.000 24,885.00 PILING 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 30,000.00 34.750 20,850.00 50.000 30,000.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 284,900.00 0.000 0.00 F) 98 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,000.0000 52,000.00 0.000 0.00 F) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 180,000.00 2.080 5,200.00 5.860 14,650.00 F) 00 MINOR CONCRETE (MEDIAN) M3 500.0000 18,500.00 0.000 0.00 F) 01 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 21,000.00 0.000 0.00 02 PLACE POLYESTER CONCRETE OVERLAY M2 80.0000 10,640.00 0.000 0.00 F) 03 FLEXIBLE EXPANSION JOINT ASSEMBLY EA 3,000.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 119,925.00 8,049.200 12,073.80 12,543.400 18,815.10 F) 05 HEADED BAR REINFORCEMENT EA 30.0000 6,900.00 230.000 6,900.00 230.000 6,900.00 F) 06 ASPHALT MEMBRANE WATERPROOFING M2 170.0000 4,930.00 0.000 0.00 F) 07 COLUMN CASING KG 6.0000 111,600.00 0.000 0.00 F) 08 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 118,833.00 0.000 0.00 F) 09 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.2700 21,389.94 0.000 0.00 F) 10 FURNISH SIGN STRUCTURE (TRUSS) KG 2.3000 181,959.90 0.000 0.00 F) 11 INSTALL SIGN STRUCTURE (TRUSS) KG 0.0900 7,120.17 0.000 0.00 F) 12 FURNISH LAMINATED PANEL SIGN M2 180.0000 16,740.00 0.000 0.00 (25.4 MM-TYPE A) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 9,100.00 0.000 0.00 (1.6 MM-UNFRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 11,060.00 0.000 0.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 2,890.00 0.000 0.00 (1.6 MM-FRAMED) 16 FURNISH SINGLE SHEET ALUMINUM SIGN M2 170.0000 3,740.00 0.000 0.00 (2.0 MM-FRAMED) 17 920 MM CAST-IN-DRILLED-HOLE M 1,100.0000 37,400.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 18 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 46,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 19 METAL (BARRIER MOUNTED SIGN) KG 19.0000 5,510.00 0.000 0.00 20 WEED CONTROL MAT (RUBBER) EA 195.0000 6,045.00 0.000 0.00 21 ROADSIDE SIGN - ONE POST EA 375.0000 33,375.00 0.000 0.00 22 ROADSIDE SIGN - TWO POST EA 1,000.0000 13,000.00 0.000 0.00 23 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 4,000.00 0.000 0.00 METHOD) 24 INSTALL ROADSIDE SIGN PANEL ON M2 195.0000 390.00 0.000 0.00 EXISTING POST 25 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 110,640.00 226.180 27,141.60 351.760 42,211.20 26 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 33,000.00 97.720 16,123.80 122.100 20,146.50 27 450 MM SLOTTED PLASTIC PIPE M 470.0000 28,200.00 0.000 0.00 28 450 MM ALTERNATIVE PIPE DOWNDRAIN M 250.0000 14,250.00 34.280 8,570.00 34.280 8,570.00 29 600 MM ALTERNATIVE PIPE DOWNDRAIN M 245.0000 26,950.00 0.000 0.00 30 DRAINAGE INLET MARKER EA 50.0000 1,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 300 MM STEEL CASING PIPE M 750.0000 10,500.00 0.000 0.00 32 100 MM RECYCLED WATER BLOW-OFF VALVE EA 3,300.0000 3,300.00 0.000 0.00 ASSEMBLY 33 450 MM ALTERNATIVE PIPE RISER M 820.0000 9,840.00 0.000 0.00 34 900 MM ALTERNATIVE PIPE RISER M 500.0000 12,000.00 0.000 0.00 35 CLASS 4 CONCRETE (BACKFILL) M3 650.0000 5,200.00 0.000 0.00 36 ROCK SLOPE PROTECTION M3 134.0000 9,112.00 0.000 0.00 (FACING, METHOD B) 37 ROCK SLOPE PROTECTION M3 155.0000 6,975.00 0.000 0.00 (BACKING NO. 3, METHOD B) 38 SLOPE PAVING (CONCRETE) M3 575.0000 54,050.00 0.000 0.00 F) 39 MINOR CONCRETE (DITCH LINING) M3 400.0000 30,000.00 0.000 0.00 40 ROCK SLOPE PROTECTION FABRIC M2 9.0000 2,070.00 0.000 0.00 41 MINOR CONCRETE (EXPOSED AGGREGATE M2 55.0000 281,050.00 0.000 0.00 CONCRETE) 42 MINOR CONCRETE (STAMPED CONCRETE) M2 55.0000 266,750.00 0.000 0.00 43 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 300.0000 201,000.00 18.430 5,529.00 37.180 11,154.00 CURB RAMP, AND DRIVEWAY) 44 MISCELLANEOUS IRON AND STEEL KG 3.0000 25,680.00 110.000 330.00 F) 45 DELINEATOR (CLASS 1) EA 35.0000 2,975.00 0.000 0.00 46 GUARD RAILING DELINEATOR EA 18.0000 1,710.00 0.000 0.00 47 METAL BEAM GUARD RAILING M 80.0000 28,800.00 0.000 0.00 48 CHAIN LINK RAILING (TYPE 7) M 200.0000 45,600.00 0.000 0.00 F) 49 CONCRETE BARRIER (TYPE 26) M 390.0000 44,460.00 0.000 0.00 F) 50 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 26,220.00 0.000 0.00 F) 51 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 0.000 0.00 52 END ANCHOR ASSEMBLY (TYPE SFT) EA 550.0000 8,250.00 0.000 0.00 53 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 54 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 0.000 0.00 55 CRASH CUSHION (REACT 9CBB) EA 22,000.0000 44,000.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 60SC) M 475.0000 66,500.00 123.000 58,425.00 123.000 58,425.00 57 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 8,910.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,150.00 0.000 0.00 59 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7500 2,082.50 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 61 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,740.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 62 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 11,460.00 0.000 0.00 63 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,785.00 0.000 0.00 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,380.00 0.000 0.00 65 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.092 184.00 0.329 658.00 SYSTEM ELEMENTS DURING CONSTRUCTION 66 SIGNAL AND LIGHTING (LOCATION 1) LS 160,000.0000 160,000.00 0.430 68,800.00 0.822 131,520.00 67 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.586 82,040.00 0.667 93,380.00 68 LIGHTING AND SIGN ILLUMINATION LS 325,000.0000 325,000.00 0.160 52,000.00 0.254 82,550.00 69 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 6,000.00 0.000 0.00 70 RAMP METERING SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.142 21,300.00 0.346 51,900.00 71 RAMP METERING SYSTEM (LOCATION 2) LS 225,000.0000 225,000.00 0.031 6,975.00 72 50 MM PVC FIBER OPTIC CONDUIT M 38.0000 12,540.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-089754 TIME 02:37 PM ESTIMATE NO. 05 BID OPENING 10/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: AKHONDZADEH, RAHIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,073,843.70 1,995,941.02 ADJUSTMENT OF COMPENSATION 45,016.26 45,016.26 EXTRA WORK 211,185.07 239,746.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,330,045.03 2,280,703.48 73 MOBILIZATION LS 1168,094.5000 1,168,094.50 0.450 525,642.53 0.950 1,109,689.78 ORIGINAL CONTRACT AMOUNT 11,687,000.01 TOTAL WORK COMPLETED 1,855,687.56 3,390,393.26 MATERIALS ON HAND ON SITE 115,764.63 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -8,000.00 TOTAL 1,851,687.56 3,498,157.89 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 12/16/10 478 02/22/11 12/31/10 03/05/11 75 64 0 0 28% 16% PROGRESS IS SATISFACTORY AKHONDZADEH, RAHIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11