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 10/24/12 EST. NO.13 TIME 10:42 AM R.E. NAME: TANVIR, RIZWAN 03-3797U4 --------------------------------------------------------------------------- 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 0161 271.38 E.W. @ F.A.(+) 061312 Y 0242.0 0162 259.32 061812 Y 0244.0 0163 300.76 061912 Y 0245.0 0226 683.22 020112 Y 0044.1 0227 87.12 083012 Y 0321.0 0228 576.64 092512 Y 0322.0 0229 273.80 092512 Y 0323.0 0230 273.80 092612 Y 0324.0 0231 273.80 092712 Y 0325.0 0232 576.64 092612 Y 0326.0 0233 273.80 092812 Y 0327.0 0234 576.64 092812 Y 0328.0 0235 273.80 100112 Y 0329.0 0236 174.24 100112 Y 0330.0 009 0016 8,265.00 E.W. @ L.S.(+) 100112 N 100 0 011 0051 83.66 E.W. @ F.A.(+) 061312 Y 0233.1 0052 385.71 081712 Y 0331.0 021 0012 4,129.84 E.W. @ F.A.(+) 050212 N B14 0 022 0008 48,768.46 E.W. @ F.A.(+) 061212 N 001000 029 0006 566.00 E.W. @ F.A.(+) 061112 Y 0332.0 0007 2,932.05 061212 Y 0333.0 0008 3,349.34 061312 Y 0334.0 033 0001 1,255,297.72 A.C. @ L.S.(+) 102212 N 100 0 1,328,652.74 TOTAL THIS ESTIMATE 2,304,955.64 TOTAL PREVIOUS ESTIMATE 3,633,608.38 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 10/24/12 EST. NO.13 TIME 10:42 AM R.E. NAME: TANVIR, RIZWAN 03-3797U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEDUCTION -5,000.00 11 RETURN SWPPP DEDUCT 5,000.00 12 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 11 RECEIVED FHWA1391 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/11 -10,000.00 03 PER LTR DATED 2/12 -5,000.00 05 PER LTR DATED 3/12 -5,000.00 06 PER LTR DATED 4/12 -8,000.00 07 PER LTR DATED 5/12 -6,000.00 08 RETURN DEDUCT 12/11 10,000.00 08 RETURN DEDUCT 2/12 5,000.00 08 RETURN DEDUCT 4/12 8,000.00 08 RETURN DEDUCT 3/12 5,000.00 09 PER LTR DATED 8/12 -10,000.00 11 RETURN DEDUCT 5/12 6,000.00 11 PER LTR DATED 9/12 -10,000.00 12 PER LTR DATED 10/12 -10,000.00 13 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 LOCATION PROGRESS ESTIMATE 03-SAC-80-M0.0/M10.4 ----------------- BAY CITIES / MYERS JV IN YOLO AND SACRAMENTO COUNTIES 3286 FITZGERALD ROAD RANCHO CORDOVA, CA 95742-6811 FED. AID NO. ACIM-803(237)E ,OTHR- ( ) REPLACE PCCP AND PLACE HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.000 0 002 TIME-RELATED OVERHEAD WDAY 6,600.0000 4,752,000.00 20.000 132,000.00 151.000 996,600 003 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 174,000.00 1,679.000 25,185.00 11,600.000 174,000 004 TEMPORARY FENCE (TYPE ESA) LF 5.0000 20,200.00 1,300.000 6,500 005 JACKING SUPERSTRUCTURE LS 15,000.0000 15,000.00 0.000 0 006 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 0.020 1,400.00 0.188 13,160 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.020 100.00 0.569 2,845 PREVENTION PLAN 008 TEMPORARY EROSION CONTROL BLANKET SQYD 2.2100 256,581.00 0.000 0 009 TEMPORARY FIBER ROLL LF 2.2100 95,914.00 9,155.000 20,232 010 TEMPORARY SILT FENCE LF 2.0000 58,600.00 27,510.000 55,020 011 TEMPORARY GRAVEL BAG BERM LF 5.5100 16,915.70 754.000 4,154 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,525.0000 85,400.00 31.000 47,275 013 TEMPORARY COVER SQYD 2.6300 63,646.00 6,274.000 16,500 014 TEMPORARY CHECK DAM LF 5.5100 1,542.80 5.000 27 015 MOVE-IN/MOVE-OUT EA 315.0000 15,750.00 8.000 2,520 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 168.0000 30,240.00 93.000 15,624 017 STREET SWEEPING LS 90,000.0000 90,000.00 0.020 1,800.00 0.262 23,580 018 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.417 12,510 019 TEMPORARY SOIL BINDER SQYD 0.2100 5,460.00 12,670.000 2,660 020 RAIN EVENT ACTION PLAN EA 500.0000 112,500.00 2.000 1,000.00 16.000 8,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 315.0000 94,500.00 12.000 3,780 PROGRAM CAS145 PAGE 2 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.690 62,100 024 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.020 10,000.00 0.300 150,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.2000 2,772.00 0.000 0 026 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.3100 115,149.00 0.000 0 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 136,890.00 93,647.000 25,284 028 CHANNELIZER (SURFACE MOUNTED) EA 31.5000 57,960.00 10.000 315.00 330.000 10,395 029 TRAFFIC PLASTIC DRUM EA 69.0000 15,180.00 0.000 0 030 TEMPORARY PAVEMENT MARKER EA 3.1500 218,610.00 20,808.000 65,545 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 65,000.0000 65,000.00 0.686 44,590 032 TEMPORARY RAILING (TYPE K) LF 5.4500 1,275,300.00 23,290.000 126,930.50 63,130.000 344,058 033 TEMPORARY CRASH CUSHION MODULE EA 250.0000 210,000.00 6.000 1,500.00 192.000 48,000 034 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,300.0000 25,200.00 1.000 6,300.00 2.000 12,600 035 TEMPORARY TRAFFIC SCREEN LF 1.3000 304,200.00 23,290.000 30,277.00 58,315.000 75,809 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.3100 133,620.00 25,540.000 33,457 STRIPE (HAZARDOUS WASTE) 037 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 0.120 12,000.00 0.462 46,200 038 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 0.120 600.00 0.643 3,215 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 040 ABANDON CULVERT EA 1,500.0000 12,000.00 7.000 10,500 041 ABANDON INLET EA 750.0000 5,250.00 7.000 5,250 042 REMOVE FENCE LF 5.0000 68,500.00 399.000 1,995.00 13,700.000 68,500 043 REMOVE METAL BEAM GUARD RAILING LF 5.0000 69,500.00 0.000 0 044 REMOVE SINGLE THRIE BEAM BARRIER LF 4.0000 17,880.00 7,306.500 29,226 045 REMOVE FLARED END SECTION EA 200.0000 1,400.00 7.000 1,400 046 REMOVE DOUBLE THRIE BEAM BARRIER LF 7.0000 275,100.00 22,346.000 156,422 047 REMOVE TRAFFIC STRIPE LF 0.3200 251,840.00 188,411.000 60,291 048 REMOVE PAVEMENT MARKING SQFT 5.2500 299.25 0.000 0 049 REMOVE ROADSIDE SIGN EA 100.0000 10,900.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 75.0000 1,875.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 051 REMOVE SIGN STRUCTURE EA 5,000.0000 60,000.00 5.000 25,000 052 REMOVE BRIDGE MOUNTED SIGN EA 5,000.0000 70,000.00 0.000 0 053 REMOVE SHED LS 2,100.0000 2,100.00 1.000 2,100 054 REMOVE CULVERT LF 38.8500 27,583.50 18.000 699 055 REMOVE INLET EA 275.0000 8,250.00 8.000 2,200 056 REMOVE CONCRETE PAVEMENT AND BASE CY 13.8500 1,207,720.00 0.000 0 057 REMOVE PAVEMENT CY 28.1500 3,378.00 0.000 0 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 56,634.00 0.000 0 059 RECONSTRUCT FENCE EA 40.0000 39,200.00 653.000 26,120.00 980.000 39,200 060 RESET ROADSIDE SIGN EA 200.0000 1,600.00 0.000 0 061 RELOCATE BENCH EA 1,500.0000 3,000.00 0.000 0 062 RELOCATE GATE EA 2,000.0000 2,000.00 0.000 0 063 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 2.000 300 064 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0 065 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0 (BARRIER MOUNTED) 066 ADJUST INLET EA 1,575.0000 4,725.00 0.000 0 067 MODIFY SIGN STRUCTURE EA 4,500.0000 90,000.00 2.000 9,000 (SAFETY CABLE RETROFIT) 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4500 69,580.00 0.000 0 069 REMOVE CONCRETE CY 268.0000 3,216.00 0.000 0 070 REMOVE CONCRETE CURB LF 5.8500 5,382.00 975.000 5,703 071 REMOVE CONCRETE BARRIER LF 12.6000 25,578.00 2,024.000 25,502 072 REMOVE CRASH CUSHION EA 665.0000 665.00 0.000 0 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 0.000 0 074 BRIDGE REMOVAL (PORTION), LOCATION B LS 80,000.0000 80,000.00 0.000 0 075 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 076 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 4 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 0.220 13,200.00 0.760 45,600 078 CLEARING AND GRUBBING LS 45,150.0000 45,150.00 0.800 36,120 079 REMOVE TREE LS 95,865.0000 95,865.00 1.000 95,865 080 ROADWAY EXCAVATION CY 12.6500 1,114,465.00 5,993.000 75,811.45 43,377.000 548,719 081 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 082 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 083 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 248,250.00 1,433.000 214,950 (F) 084 STRUCTURE EXCAVATION (TYPE A) CY 75.0000 80,250.00 610.000 45,750 (F) 085 STRUCTURE EXCAVATION (TYPE D) CY 80.0000 29,920.00 320.000 25,600 (F) 086 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 6,870.00 0.000 0 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 117,900.00 1,103.700 82,777 (F) 088 STRUCTURE BACKFILL (TIEBACK WALL) CY 75.0000 3,750.00 0.000 0 (F) 089 SAND BACKFILL CY 100.0000 5,100.00 49.500 4,950 090 CONTOUR GRADING SQYD 11.0000 3,960.00 0.000 0 091 IMPORTED MATERIAL (SHOULDER BACKING) TON 16.0000 46,880.00 0.000 0 092 HIGHWAY PLANTING LS 36,495.0000 36,495.00 0.660 24,086 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 315.0000 3,465.00 1.000 315.00 1.000 315 094 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,043.0000 14,301.00 3.000 6,129.00 3.000 6,129 095 PLANT ESTABLISHMENT WORK LS 24,790.0000 24,790.00 0.000 0 096 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,198.0000 6,198.00 0.005 30.99 0.255 1,580 097 IRRIGATION SYSTEM LS 155,916.0000 155,916.00 0.030 4,677.48 0.800 124,732 098 3" SUPPLY LINE (BRIDGE) LF 50.0000 3,500.00 0.000 0 099 4" CONDUIT LF 30.0000 1,200.00 0.000 0 100 8" WELDED STEEL PIPE CONDUIT LF 200.0000 6,800.00 0.000 0 (.250" THICK) 101 EXTEND 6" CONDUIT LF 40.0000 11,600.00 46.000 1,840 102 CLASS 2 AGGREGATE BASE CY 25.3000 306,130.00 18,000.000 455,400 103 AGGREGATE BASE (APPROACH SLAB) CY 80.0000 8,160.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 116.0000 8,584.00 0.000 0 105 HOT MIX ASPHALT TON 59.0000 7,906,000.00 0.000 0 106 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 100.5000 727,620.00 0.000 0 107 DATA CORE LS 5,660.0000 5,660.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 80.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 540.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 11,800.00 0.000 0 111 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,620.00 0.000 0 112 PLACE HOT MIX ASPHALT SQYD 52.5000 3,150.00 0.000 0 (MISCELLANEOUS AREA) 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 TACK COAT TON 825.0000 51,975.00 0.000 0 115 JOINTED PLAIN CONCRETE PAVEMENT CY 105.0000 18,165,000.00 17,177.000 1,803,585 116 REPLACE CONCRETE PAVEMENT CY 350.0000 2,660,000.00 1,981.770 693,619 (RAPID STRENGTH CONCRETE) 117 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 5,300,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 118 SEAL PAVEMENT JOINT LF 2.0000 1,122,000.00 0.000 0 119 SEAL LONGITUDINAL ISOLATION JOINT LF 6.0000 906,000.00 10,086.000 60,516 120 GROOVE EXISTING CONCRETE PAVEMENT SQYD 3.0000 303,000.00 69,796.000 209,388 121 GRIND EXISTING CONCRETE SQYD 5.0000 505,000.00 84,961.000 424,805 PAVEMENT 122 FURNISH STEEL PILING (HP 10 X 57) LF 31.0000 247,597.00 14,921.900 462,578 123 DRIVE STEEL PILE (HP 10 X 57) EA 2,200.0000 290,400.00 246.000 541,200 124 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 88,950.00 2,964.000 88,920 125 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 600.0000 1,047,000.00 790.000 474,000 126 FURNISH PILING (CLASS 90) LF 52.0000 61,152.00 0.000 0 (ALTERNATIVE V) 127 DRIVE PILE (CLASS 90) EA 2,000.0000 84,000.00 0.000 0 (ALTERNATIVE V) 128 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 903,000.00 24,665.500 863,292 PILING (SOUND WALL) 129 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 0.280 81,200 130 TIEBACK ANCHOR EA 2,000.0000 116,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL COURSE CONCRETE CY 300.0000 39,600.00 0.000 0 (F) 132 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 171,500.00 487.000 170,450 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 415.0000 4,401,490.00 736.000 305,440.00 4,639.000 1,925,185 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL CY 750.0000 79,500.00 0.000 0 (F) 135 STRUCTURAL CONCRETE, BRIDGE (CHANNEL) CY 400.0000 5,600.00 0.000 0 (F) 136 STRUCTURAL CONCRETE, APPROACH SLAB CY 675.0000 243,000.00 188.000 126,900.00 188.000 126,900 (F) (TYPE N) 137 STRUCTURAL CONCRETE, APPROACH SLAB CY 580.0000 592,180.00 36.000 20,880.00 36.000 20,880 (TYPE R) 138 MINOR CONCRETE (MINOR STRUCTURE) CY 1,979.2500 791,700.00 74.300 147,058 (F) 139 MINOR CONCRETE (SOUND WALL) CY 325.0000 572,000.00 1,716.500 557,862 140 PAVING NOTCH EXTENSION CF 235.0000 108,805.00 24.000 5,640.00 24.000 5,640 141 ARCHITECTURAL TREATMENT SQFT 5.0000 13,665.00 1,282.500 6,412 (F) 142 DRILL AND BOND DOWEL LF 40.0000 153,000.00 1,682.330 67,293 143 SOUND WALL (MASONRY BLOCK) SQFT 13.0000 2,730,000.00 208,895.000 2,715,635 144 ACCESS GATE (SOUND WALL) EA 2,500.0000 17,500.00 4.000 10,000 145 PTFE BEARING EA 3,500.0000 84,000.00 12.000 42,000.00 12.000 42,000 146 JOINT SEAL (MR 1") LF 25.0000 21,150.00 0.000 0 147 JOINT SEAL (MR 1 1/2") LF 35.0000 10,290.00 0.000 0 148 JOINT SEAL ASSEMBLY (MR 4") LF 200.0000 16,400.00 0.000 0 149 JOINT SEAL (MR 2") LF 45.0000 8,640.00 0.000 0 150 BONDED JOINT SEAL LF 40.0000 10,920.00 0.000 0 151 JOINT SEAL (TYPE AL) LF 20.0000 3,280.00 0.000 0 152 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 3,435,252.05 1,604,793.200 1,364,074 (F) 153 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 36,000.00 0.000 0 (F) 154 HEADED BAR REINFORCEMENT EA 10.0000 357,000.00 25,500.000 255,000 (F) 155 SHOTCRETE CY 525.0000 52,500.00 0.000 0 (F) 156 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 261,060.00 0.000 0 (F) WITH WALKWAY) 157 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 52,212.00 0.000 0 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 7 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 73,080.00 0.000 0 (F) 159 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 12,180.00 0.000 0 (F) 160 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 1,904,742.00 0.000 0 (F) 161 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,980.20 0.000 0 (F) 162 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 23,700.00 289.000 2,890 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 142,500.00 0.000 0 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 3,400.00 0.000 0 165 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 6,000.00 0.000 0 (2 1/2"-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 16,100.00 0.000 0 (0.063"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,400.00 0.000 0 (0.080"-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 0.000 0 (0.063"-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,850.00 0.000 0 (0.080"-FRAMED) 170 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 22,000.00 44.000 22,000 (SIGN FOUNDATION) 171 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 13,000.00 26.000 13,000 (SIGN FOUNDATION) 172 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 154,000.00 76.000 53,200 (SIGN FOUNDATION) 173 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 378,000.00 0.000 0 (SIGN FOUNDATION) 174 ROADSIDE SIGN (BARRIER MOUNTED) EA 500.0000 18,500.00 0.000 0 175 ROADSIDE SIGN - ONE POST EA 230.0000 19,090.00 0.000 0 176 ROADSIDE SIGN - TWO POST EA 500.0000 10,500.00 0.000 0 177 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 5,400.00 0.000 0 METHOD) 178 INSTALL SIGN PANEL EA 800.0000 3,200.00 0.000 0 (MAST-ARM HANGER METHOD) 179 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 33,100.00 289.000 2,890 180 INSTALL ROADSIDE SIGN EA 1,500.0000 3,000.00 0.000 0 (LAMINATED WOOD BOX POST) 181 ABUTMENT LUMBER BLOCKING MFBM 1,200.0000 13,200.00 8.000 9,600 (F) 182 12" ALTERNATIVE PIPE CULVERT LF 55.0000 1,650.00 0.000 0 183 18" ALTERNATIVE PIPE CULVERT LF 39.0000 247,260.00 2,121.000 82,719 184 24" ALTERNATIVE PIPE CULVERT LF 55.0000 139,150.00 1,138.000 62,590 PROGRAM CAS145 PAGE 8 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 30" ALTERNATIVE PIPE CULVERT LF 170.0000 1,870.00 0.000 0 186 36" ALTERNATIVE PIPE CULVERT LF 217.0000 1,085.00 0.000 0 187 6" PLASTIC PIPE LF 68.0000 544.00 0.000 0 188 18" ALTERNATIVE FLARED END SECTION EA 96.0000 192.00 0.000 0 189 CLASS 4 CONCRETE (BACKFILL) CY 90.0000 42,300.00 172.350 15,511 190 ROCK SLOPE PROTECTION CY 156.0000 26,520.00 0.000 0 (FACING, METHOD B) 191 ROCK SLOPE PROTECTION CY 54.0000 94,500.00 0.000 0 (NO 1. METHOD B) 192 ROCK SLOPE PROTECTION CY 80.0000 50,400.00 0.000 0 (NO 3. METHOD B) 193 SLOPE PAVING (CONCRETE) CY 300.0000 186,900.00 0.000 0 (F) 194 MINOR CONCRETE (DITCH LINING) CY 446.2500 12,941.25 0.000 0 195 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 940.00 0.000 0 196 MINOR CONCRETE (MISCELLANEOUS CY 309.7500 34,072.50 0.000 0 CONSTRUCTION) 197 MINOR CONCRETE (GUTTER) LF 38.7500 7,246.25 0.000 0 (F) 198 MISCELLANEOUS IRON AND STEEL LB 1.5800 85,478.00 0.000 0 (F) 199 MISCELLANEOUS METAL LB 5.0000 16,070.00 3,214.000 16,070 (F) (RESTRAINER - BAR TYPE) 200 MISCELLANEOUS METAL LB 7.0000 27,272.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 201 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,930.00 0.000 0 (F) 202 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 11,125.00 0.000 0 (F) 203 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 8,800.00 0.000 0 204 CONCRETE BARRIER MARKER (16-INCH) EA 75.0000 450.00 0.000 0 205 DELINEATOR (CLASS 1) EA 50.0000 1,200.00 0.000 0 206 MARKER (CULVERT) EA 50.0000 1,550.00 0.000 0 207 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 3,000.00 0.000 0 208 OBJECT MARKER (TYPE L-1) EA 50.0000 450.00 0.000 0 209 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 226,100.00 0.000 0 210 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.8500 277,851.00 0.000 0 211 CHAIN LINK RAILING (TYPE 7) LF 50.0000 67,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 50.0000 73,950.00 0.000 0 (F) 213 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 16,400.00 0.000 0 214 CABLE RAILING LF 20.0000 3,740.00 0.000 0 (F) 215 TRANSITION RAILING (TYPE WB) EA 2,000.0000 28,000.00 0.000 0 216 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 0.000 0 217 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 9,500.00 0.000 0 218 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 22,500.00 0.000 0 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 22,000.00 0.000 0 220 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 6,300.00 0.000 0 221 CONCRETE BARRIER (TYPE 60) LF 30.0000 1,074,000.00 0.000 0 222 CONCRETE BARRIER (TYPE 60A) LF 30.0000 39,780.00 0.000 0 (F) 223 CONCRETE BARRIER (TYPE 60C) LF 40.0000 191,600.00 0.000 0 224 CONCRETE BARRIER (TYPE 60D) LF 50.0000 9,350.00 0.000 0 (F) 225 CONCRETE BARRIER (TYPE 60E) LF 185.0000 188,700.00 0.000 0 226 CONCRETE BARRIER (TYPE 60G) LF 35.0000 136,850.00 0.000 0 227 CONCRETE BARRIER (TYPE 60E MOD) LF 200.0000 382,000.00 0.000 0 228 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 282,750.00 0.000 0 (F) 229 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 89,460.00 0.000 0 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 11,448.00 0.000 0 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 13,833.00 0.000 0 (BROKEN 12-3) 232 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 15,640.00 0.000 0 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 80.85 0.000 0 (BROKEN 6-1) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 128,100.00 0.000 0 (BROKEN 36-12) 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 2,457.00 0.000 0 (BROKEN 17-7) 236 PAINT PAVEMENT MARKING SQFT 3.6800 2,723.20 0.000 0 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 61,425.00 0.000 0 238 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 10 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.000 0 240 MODIFY TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 0.700 140,000 241 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 70,000.0000 70,000.00 0.000 0 242 MODIFY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.390 97,500 243 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 0.720 144,000 244 MODIFY LIGHTING AND SIGN ILLUMINATION LS 850,000.0000 850,000.00 0.240 204,000 245 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 246 DOWEL BAR EA 15.0000 3,300.00 112.000 1,680 247 STRUCTURAL STEEL (BRIDGE) LB 6.0000 16,050.00 0.000 0 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TEMPORARY WETLAND SOIL PROTECTION LS 250,000.0000 250,000.00 0.350 87,500 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 251 REMOVE LIME TREATED SOIL CY 16.2000 686,880.00 0.000 0 252 SUBGRADE ENHANCEMENT FABRIC SQYD 0.9500 330,600.00 128,860.000 122,417 PROGRAM CAS145 PAGE 11 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 10:42 AM ESTIMATE NO. 13 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 980,546.42 18,729,518.86 ADJUSTMENT OF COMPENSATION 1,255,297.72 1,734,102.96 EXTRA WORK 73,355.02 1,899,505.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,309,199.16 22,363,127.24 253 MOBILIZATION LS 8,785,000.0000 8,785,000.00 0.950 8,345,750 ORIGINAL CONTRACT AMOUNT 88,422,859.55 TOTAL WORK COMPLETED 2,309,199.16 30,708,877.24 MATERIALS ON HAND ON SITE 1,876,140.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 2,299,199.16 32,555,017.49 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 08/24/11 970 09/26/11 10/18/11 04/08/15 150 101 39 0 33% 15% PROGRESS IS SATISFACTORY TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/12