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 12/27/12 EST. NO.20 TIME 02:00 PM R.E. NAME: UPDAHYAYA, NITA 12-0G9904 --------------------------------------------------------------------------- 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 0010 1,059.01 E.W. @ F.A.(+) 050912 N P10 0 005 0001 1,059.73 E.W. @ F.A.(+) 030512 N P1 0 0003 2,219.84 050912 N P3 0 006 0001 7,285.75 E.W. @ F.A.(+) 042712 N P1 0 0007 674.76 050312 N P7 0 12,299.09 TOTAL THIS ESTIMATE 14,374.93 TOTAL PREVIOUS ESTIMATE 26,674.02 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 12/27/12 EST. NO.20 TIME 02:00 PM R.E. NAME: UPDAHYAYA, NITA 12-0G9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LIQUIDATED DAMAGES 1 DAY LIQ. DAMAGE -3,000.00 16 2DAYSLD'S @ $3K/DAY -6,000.00 17 2 DAY LIQ DAMAGE -6,000.00 18 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 LOCATION PROGRESS ESTIMATE 12-ORA-5-27.6/28.2 ----------------- PETERSON CHASE GENERAL IN ORANGE COUNTY IN IRVINE AND ENGINEERING CONSTRUCTION INC TUSTIN FROM JAMBOREE ROAD 1792 KAISER AVENUE UNDERCROSSING TO 0.1 MILE SOUTH OF IRVINE CA 92614 TUSTIN RANCH ROAD OVERCROSSING FED. AID NO. ACIM-052(952)98W WIDEN AND CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.900 3,150 002 SMALL BUSINESS UTILIZATION REPORT EA 10.0000 90.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 640.0000 172,800.00 270.000 172,800 004 CONSTRUCTION SITE MANAGEMENT LS 800.0000 800.00 1.000 800 005 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200 PREVENTION PLAN 006 TEMPORARY SILT FENCE LF 2.0000 5,880.00 3,060.000 6,120 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 4,000.00 2.000 4,000 008 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 350.00 3.000 150 009 STREET SWEEPING LS 600.0000 600.00 1.000 600 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 1.000 1,500 011 TEMPORARY SOIL BINDER SQYD 0.4000 3,180.00 0.000 0 012 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000 013 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 014 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 900.00 20.000 600 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 1.000 3,000 016 TEMPORARY RAILING (TYPE K) LF 11.8000 50,740.00 3,920.000 46,256 017 TEMPORARY CRASH CUSHION MODULE EA 250.0000 8,250.00 22.000 5,500 018 TEMPORARY TRAFFIC SCREEN LF 2.0000 8,600.00 3,920.000 7,840 019 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.4500 1,653.00 1,057.000 1,532 (HAZARDOUS WASTE) 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.4500 1,653.00 1,090.000 1,580 STRIPE (HAZARDOUS WASTE) 021 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 5,824.00 12,421.000 3,477 022 REMOVE PAINTED PAVEMENT MARKING SQFT 1.1000 242.00 422.000 464 PROGRAM CAS145 PAGE 2 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 2,498.10 11,518.000 3,800 024 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3800 800.40 150.000 207 025 REMOVE PAVEMENT MARKER EA 0.5500 2,849.00 3,442.000 1,893 026 REMOVE ROADSIDE SIGN EA 100.0000 1,400.00 14.000 1,400 027 REMOVE SIGN STRUCTURE EA 2,000.0000 6,000.00 2.000 4,000 028 REMOVE PIPE LF 30.0000 12,900.00 40.000 1,200 029 REMOVE INLET EA 250.0000 500.00 2.000 500 030 REMOVE HEADWALL EA 1,000.0000 1,000.00 1.000 1,000 031 REMOVE DELINEATOR EA 16.0000 560.00 16.000 256 032 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 12,000.00 637.000 12,740 (WOOD POST) 033 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 2.000 300 (STRAP AND SADDLE BRACKET METHOD) 034 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0000 936.00 64.000 768 035 REMOVE CONCRETE (MISCELLANEOUS) CY 100.0000 300.00 2.500 250 036 BRIDGE REMOVAL (PORTION) LS 7,500.0000 7,500.00 1.000 7,500 037 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000 038 ROADWAY EXCAVATION CY 30.0000 125,100.00 3,970.000 119,100 039 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 040 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 2,600.00 52.000 2,600 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.0000 61,586.00 4,399.000 61,586 (F) 042 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 1,850.00 37.000 1,850 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 78,320.00 3,916.000 78,320 (F) 044 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 7,150.00 130.000 7,150 WALL) 045 DITCH EXCAVATION CY 32.0000 12,480.00 390.000 12,480 046 HIGHWAY PLANTING LS 10,700.0000 10,700.00 1.000 10,700 047 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.100 1,000.00 0.450 4,500 049 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,000.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IRRIGATION SYSTEM LS 12,000.0000 12,000.00 1.000 12,000 051 8" WELDED STEEL PIPE CONDUIT LF 212.0000 8,904.00 48.000 10,176 (.250" THICK) 052 CLASS 2 AGGREGATE BASE CY 35.0000 151,550.00 4,330.000 151,550 053 ASPHALT TREATED PERMEABLE BASE CY 153.0000 30,600.00 194.000 29,682 054 HOT MIX ASPHALT (TYPE A) TON 70.0000 172,200.00 2,891.310 202,391 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 46,530.00 524.770 51,952 056 DATA CORE LS 3,000.0000 3,000.00 0.000 0 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.4000 880.00 322.000 1,416 059 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.4000 1,188.00 270.000 1,188 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.4000 1,672.00 408.000 1,795 061 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 520.0000 18,200.00 25.000 13,000 062 FURNISH PILE (CLASS 200) LF 23.0000 9,200.00 400.000 9,200 063 DRIVE PILING (CLASS 200) EA 8,600.0000 68,800.00 7.360 63,296 064 PRESTRESSING CAST-IN-PLACE CONCRETE LS 22,300.0000 22,300.00 1.000 22,300 065 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 850.0000 9,350.00 11.000 9,350 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,223.0000 152,875.00 125.000 152,875 (F) 067 STRUCTURAL CONCRETE, RETAINING WALL CY 310.0000 469,960.00 1,516.000 469,960 (F) 068 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 51,300.00 57.000 51,300 (F) (TYPE N) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 1,650.0000 25,410.00 15.400 25,410 (F) 070 FRACTURED RIB TEXTURE SQFT 4.0000 50,572.00 12,643.000 50,572 071 DRILL AND BOND DOWEL LF 40.0000 1,600.00 40.000 1,600 072 CLEAN EXPANSION JOINT LF 30.0000 630.00 21.000 630 073 JOINT SEAL (MR 1") LF 45.0000 2,205.00 49.000 2,205 074 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 34,013.55 29,577.000 34,013 (F) 075 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8800 110,916.96 126,042.000 110,916 076 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.2000 52,979.00 8,545.000 52,979 (F) PROGRAM CAS145 PAGE 4 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.2200 1,879.90 8,545.000 1,879 (F) 078 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9800 185,464.02 46,599.000 185,464 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1200 5,591.88 46,599.000 5,591 (F) 080 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 10,530.00 390.000 10,530 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,750.00 269.000 4,035 (0.063"-UNFRAMED) 082 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 496.0000 14,880.00 30.000 14,880 (SIGN FOUNDATION) 083 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 620.0000 15,500.00 25.000 15,500 (SIGN FOUNDATION) 084 ROADSIDE SIGN - ONE POST EA 350.0000 4,900.00 14.000 4,900 085 ROADSIDE SIGN - TWO POST EA 800.0000 800.00 1.000 800 086 12" REINFORCED CONCRETE PIPE LF 187.0000 1,870.00 10.000 1,870 087 18" REINFORCED CONCRETE PIPE LF 67.0000 16,080.00 242.000 16,214 088 30" REINFORCED CONCRETE PIPE LF 115.0000 13,800.00 84.000 9,660 089 36" REINFORCED CONCRETE PIPE LF 167.0000 6,680.00 40.000 6,680 090 3" PLASTIC PIPE (EDGE DRAIN)(SLOTTED) LF 8.6000 15,652.00 1,820.000 15,652 091 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 42.0000 5,880.00 140.000 5,880 (UNSLOTTED) 092 12" CORRUGATED STEEL PIPE RISER LF 150.0000 450.00 3.000 450 (.079" THICK) 093 GRATED LINE DRAIN LF 67.0000 72,360.00 1,075.000 72,025 094 12" CONCRETE FLARED END SECTION EA 580.0000 1,160.00 2.000 1,160 095 18" CONCRETE FLARED END SECTION EA 420.0000 1,260.00 3.000 1,260 096 MINOR CONCRETE (DITCH LINING) CY 245.0000 95,550.00 299.000 73,255 097 MINOR CONCRETE (GUTTER) LF 17.0000 10,030.00 590.000 10,030 098 MISCELLANEOUS IRON AND STEEL LB 1.2000 5,085.60 4,238.000 5,085 (F) 099 DELINEATOR (CLASS 1) EA 50.0000 1,750.00 30.000 1,500 100 GUARD RAILING DELINEATOR EA 34.0000 1,020.00 30.000 1,020 101 CABLE RAILING LF 14.0000 8,260.00 590.000 8,260 102 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500 103 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 1,600.00 2.000 1,600 PROGRAM CAS145 PAGE 5 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 736A) LF 95.0000 191,900.00 2,020.000 191,900 105 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 17,600.00 176.000 17,600 (F) 106 CONCRETE BARRIER (TYPE 736B) MODIFIED LF 300.0000 3,900.00 13.000 3,900 107 CONCRETE BARRIER (TYPE 736A) MODIFIED LF 200.0000 5,000.00 25.000 5,000 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 1,785.00 5,805.000 2,031 109 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 805.00 1,516.000 1,061 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,296.00 1,626.000 1,300 (BROKEN 12-3) 111 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 1,914.00 744.000 2,455 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 3,753.00 13,900.000 3,753 (BROKEN 36-12) 113 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1100 2,409.00 21,292.000 2,342 114 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.3000 506.00 66.000 151 115 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,750.00 2,428.000 2,670 116 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6000 2,834.00 1,214.000 3,156 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 600.0000 600.00 1.000 600 SYSTEM ELEMENTS DURING CONSTRUCTION 118 LIGHTING (TEMPORARY) LS 14,000.0000 14,000.00 1.000 14,000 119 MODIFY RAMP METERING SYSTEM LS 4,500.0000 4,500.00 1.000 4,500 120 MODIFY SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 1.000 45,000 121 MODIFY LIGHTING AND SIGN ILLUMINATION LS 77,000.0000 77,000.00 1.000 77,000 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 STORM WATER ANNUAL REPORT EA 500.0000 1,000.00 2.000 1,000 PROGRAM CAS145 PAGE 6 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G9904 TIME 02:00 PM ESTIMATE NO. 20 BID OPENING 02/03/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: UPDAHYAYA, NITA DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,000.00 3,040,537.18 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 12,299.09 26,674.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,299.09 3,067,211.20 124 MOBILIZATION LS 14,000.0000 14,000.00 1.000 14,000 ORIGINAL CONTRACT AMOUNT 3,102,912.41 TOTAL WORK COMPLETED 13,299.09 3,081,211.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 13,299.09 3,066,211.20 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 03/22/11 520 04/06/11 04/06/11 05/23/13 419 6 0 0 97% 81% PROGRESS IS SATISFACTORY UPDAHYAYA, NITA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/27/12