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 07/21/15 EST. NO. 021 TIME 01:42 PM R.E. NAME: ISKIN, ROY 03-2A9204 --------------------------------------------------------------------------- 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 0341 3,624.61 E.W. @ F.A.(+) 061115 N 1136 0 0342 1,792.09 061215 N 1137 0 0343 2,146.84 061515 N 1138 0 0344 2,235.51 061615 N 1139 0 0345 2,272.62 061715 N 1140 0 0346 2,053.33 061815 N 1141 0 0347 1,016.67 061915 N 1142 0 0348 1,446.42 061115 N 2024 0 0349 1,161.68 061415 N 2025 0 0350 2,023.48 061515 N 1003 0 0351 2,118.40 061615 N 1004 0 0352 1,833.64 061715 N 1005 0 0353 1,631.01 061815 N 1006 0 0354 1,355.49 062115 N 1007 0 0355 1,844.14 062215 N 1143 0 0356 2,462.28 062315 N 1144 0 0357 2,452.40 062415 N 1145 0 0358 2,242.71 062215 N 1008 0 0359 1,786.18 062315 N 1009 0 0360 1,885.92 062415 N 1010 0 0361 1,542.21 062515 N 1011 0 0362 1,212.92 062815 N 1012 0 0363 1,590.83 062915 N 1013 0 0364 2,507.79 063015 N 1014 0 0365 2,522.30 062515 N 1146 0 0366 993.53 062615 N 1147 0 0367 2,385.78 062915 N 1148 0 0368 2,289.35 063015 N 1149 0 0369 2,728.79 070115 N 1015 0 0370 1,718.93 070615 N 1016 0 0371 1,913.42 070715 N 1017 0 0372 1,194.13 070815 N 1018 0 0373 1,069.38 070915 N 1019 0 0374 1,945.34 070115 N 1150 0 0375 1,555.83 070715 N 1801 0 0376 1,348.34 070815 N 1802 0 0377 993.51 070915 N 1803 0 0379 -2,204.00 A.C. @ U.P.(-) 071515 N 999900 003 0010 300.00 E.W. @ F.A.(+) 062915 N 10 0 006 0008 -72,147.78 A.C. @ U.P.(-) 063015 N 630150 -5,153.98 TOTAL THIS ESTIMATE 527,865.92 TOTAL PREVIOUS ESTIMATE 522,711.94 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 07/21/15 EST. NO. 021 TIME 01:42 PM R.E. NAME: ISKIN, ROY 03-2A9204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DED AGG TEST 9/16/13 -56.65 006 LTR 72 LOW COMP STR -138.00 008 CEM 2502 8/13 -10,000.00 010 CEM 2502 9/13 -10,000.00 010 CEM 2502 5/14 -10,000.00 010 CEM2502 6/14 -10,000.00 011 RTN CEM 2502 8/13 10,000.00 012 RTN CEM 2502 9/13 10,000.00 012 RTN CEM 2502 5/14 10,000.00 012 RTN CEM 2502 6/14 10,000.00 012 OUT-OF-STATE INSPECT -5,000.00 016 0.00 -5,194.65 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/13 -10,000.00 006 RETURN DEDUCT 9/13 10,000.00 008 PER LTR DATED 5/14 -10,000.00 009 PER LTR DATED 7/14 -10,000.00 011 RETURN DEDUCT 5/14 10,000.00 012 PER LTR DATED 9/14 -10,000.00 013 PER LTR DATED 10/14 -5,000.00 014 RETURN 10/15 DEDUCT 5,000.00 017 RETURN 9/15 DEDUCT 10,000.00 017 RETURN 7/14 DEDUCT 10,000.00 018 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,194.65 PROGRAM CAS145 PAGE 1 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-89-0.0/T8.5 ----------------------- ROAD AND HIGHWAY BUILDERS LLC IN EL DORADO AND PLACER COUNTIES AT PO BOX 70846 AND NEAR TAHOE CITY FROM 0.2 MILE RENO NV 89570 SOUTH OF THE EL DORADO/PLACER COUNTY LINE TO THE TRUCKEE RIVER BRIDGE FED. AID NO. ACST-P089(102)E ,P-P089(102)E REHAB PAVEMENT AND DRAINAGE SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ 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 45,000.0000 45,000.00 0.500 22,500 002 TIME-RELATED OVERHEAD WDAY 5,800.0000 2,262,000.00 17.000 98,600.00 216.000 1,252,800 003 TEMPORARY FENCE (TYPE CL-6) LF 35.0000 26,250.00 0.000 0 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 49,600.00 939.000 1,878.00 9,184.000 18,368 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.376 7,520 006 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 0.653 19,590 PREVENTION PLAN 007 DEWATERING AND NON-STORM WATER LS 100,000.0000 100,000.00 0.376 37,600 DISCHARGE CONTROL 008 TEMPORARY MULCH SQYD 6.0000 103,800.00 113.000 678.00 2,780.600 16,683 009 TEMPORARY FIBER ROLL LF 0.5000 36,500.00 905.000 452.50 18,888.500 9,444 010 TEMPORARY SILT FENCE LF 12.0000 108,000.00 195.000 2,340.00 2,306.000 27,672 011 TEMPORARY CONCRETE WASHOUT FACILITY LS 60,000.0000 60,000.00 0.376 22,560 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0 013 TEMPORARY COVER SQYD 1.0000 23,000.00 100.000 100.00 6,124.550 6,124 014 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 20,500.00 11.000 550.00 95.000 4,750 015 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 149,500.00 1,815.000 9,075.00 14,437.000 72,185 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 200,000.0000 200,000.00 0.376 75,200 017 TEMPORARY CREEK DIVERSION SYSTEM LS 15,000.0000 15,000.00 0.150 2,250 018 TEMPORARY SOIL BINDER SQYD 2.0000 34,600.00 400.000 800.00 1,198.000 2,396 019 RAIN EVENT ACTION PLAN EA 500.0000 95,000.00 3.000 1,500.00 30.000 15,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 18,000.00 6.000 1,500 022 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.670 33,500 PROGRAM CAS145 PAGE 2 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 1,422,264.0000 1,422,264.00 0.376 534,771 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 36,300.00 1,652.000 8,260 025 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.0000 11,950.00 0.000 0 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0500 26,200.00 64,735.000 3,236.75 112,581.000 5,629 027 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 7,000.00 0.000 0 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.376 18,800 029 TEMPORARY RAILING (TYPE K) LF 60.0000 164,400.00 337.500 20,250.00 1,202.500 72,150 030 TEMPORARY CRASH CUSHION EA 1,400.0000 47,600.00 1.000 1,400.00 14.000 19,600 (TYPE ABSORB 350) 031 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 1,800.0000 172,800.00 2.400 4,320.00 24.430 43,974 032 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 1.000 8,000 033 ABANDON CULVERT EA 1,500.0000 25,500.00 3.000 4,500 034 OBLITERATE SURFACING SQFT 3.0000 11,730.00 1,135.900 3,407 035 REMOVE METAL BEAM GUARD RAILING LF 8.0000 4,400.00 250.000 2,000.00 250.000 2,000 036 REMOVE FLARED END SECTION EA 1,500.0000 3,000.00 0.000 0 037 DESTROY WELL EA 3,000.0000 15,000.00 0.000 0 038 REMOVE TRAFFIC STRIPE LF 0.3000 47,400.00 0.000 0 039 REMOVE ROADSIDE SIGN EA 50.0000 8,000.00 0.000 0 040 REMOVE CULVERT LF 20.0000 92,800.00 223.100 4,462.00 1,730.700 34,614 041 REMOVE INLET EA 1,000.0000 41,000.00 1.000 1,000.00 9.000 9,000 042 REMOVE HEADWALL EA 3,000.0000 9,000.00 0.000 0 043 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 18,090.00 0.000 0 044 RECONSTRUCT FENCE LF 150.0000 1,500.00 0.000 0 045 REMOVE SIDEWALK (PAVERS) SQFT 2.0000 5,820.00 2,416.500 4,833 046 RESET ROADSIDE SIGN EA 500.0000 5,000.00 0.000 0 047 RELOCATE MILE MARKER EA 200.0000 200.00 0.000 0 048 ADJUST INLET EA 1,000.0000 11,000.00 1.000 1,000.00 8.000 8,000 049 ADJUST FRAME AND COVER TO GRADE EA 300.0000 42,000.00 20.000 6,000.00 69.000 20,700 PROGRAM CAS145 PAGE 3 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MODIFY INLET EA 1,000.0000 11,000.00 2.000 2,000.00 8.000 8,000 051 MODIFY MANHOLE EA 500.0000 28,000.00 2.000 1,000.00 11.000 5,500 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 218,400.00 3,459.100 41,509.20 11,711.700 140,540 053 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 18,900.00 1,164.500 17,467 054 REMOVE UNSOUND CONCRETE CF 500.0000 2,500.00 0.000 0 055 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.0000 9,045.00 0.000 0 056 CAP INLET EA 250.0000 2,000.00 0.000 0 057 CLEANING, INSPECTING AND PREPARING LF 50.0000 27,500.00 0.000 0 HOST PIPE 058 CONCRETE INVERT PAVING CY 1,000.0000 25,000.00 0.000 0 059 24" CURED-IN-PLACE PIPELINER LF 500.0000 105,000.00 0.000 0 060 42" X 29" CURED-IN-PLACE PIPELINER LF 700.0000 105,000.00 0.000 0 061 30" CURED-IN-PLACE PIPELINER LF 600.0000 66,000.00 0.000 0 062 45" X 24" CURED-IN-PLACE PIPELINER LF 800.0000 60,000.00 0.000 0 063 60" X 34" CURED-IN-PLACE PIPELINER LF 900.0000 46,800.00 0.000 0 064 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 0.000 0 065 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.376 30,080 066 REMOVE TREE EA 350.0000 133,000.00 268.000 93,800 067 ROADWAY EXCAVATION CY 80.0000 2,384,000.00 1,130.000 90,400.00 7,353.900 588,312 068 ROADWAY EXCAVATION (VEGETATED SWALE) CY 80.0000 100,800.00 15.900 1,272.00 302.200 24,176 069 ROADWAY EXCAVATION (TYPE DC) CY 450.0000 112,500.00 0.000 0 070 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 071 STRUCTURE EXCAVATION (TYPE D) CY 120.0000 91,560.00 50.800 6,096.00 175.800 21,096 (F) 072 STRUCTURE EXCAVATION (SAND VAULT) CY 50.0000 43,100.00 502.200 25,110 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 75,440.00 943.000 75,440.00 943.000 75,440 (F) 074 STRUCTURE BACKFILL (SAND VAULT) CY 100.0000 47,300.00 20.100 2,010.00 215.300 21,530 (F) 075 SLURRY CEMENT BACKFILL CY 900.0000 5,400.00 0.000 0 076 STRUCTURE BACKFILL (RETAINING WALL) CY 140.0000 92,400.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PERVIOUS BACKFILL MATERIAL (RETAINING CY 150.0000 10,500.00 0.000 0 (F) WALL) 078 SAND BACKFILL CY 180.0000 11,880.00 8.500 1,530 079 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 123,000.00 86.930 5,215.80 309.240 18,554 080 DUFF SQYD 50.0000 148,000.00 1,350.000 67,500 081 MULCH CY 20.0000 54,000.00 348.400 6,968 082 COMPOST (INCORPORATE) SQYD 3.0000 127,500.00 6,272.000 18,816 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 12,000.00 1.000 1,000 084 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,000.0000 90,000.00 3.000 15,000 (ACRE) 085 ROLLED EROSION CONTROL PRODUCT SQYD 7.0000 71,400.00 32.500 227.50 2,843.460 19,904 (NETTING) 086 LOG PLACEMENT EA 400.0000 31,600.00 24.000 9,600 087 BOULDER PLACEMENT EA 100.0000 49,000.00 143.000 14,300 088 CONCRETE COLORATION SQFT 12.0000 148,800.00 482.300 5,787 089 CLASS 2 AGGREGATE BASE CY 68.0000 1,536,800.00 1,052.700 71,583.60 6,443.900 438,185 090 REPLACE ASPHALT CONCRETE SURFACING CY 220.0000 748,000.00 622.700 136,994 091 HOT MIX ASPHALT (WARM MIX TECHNOLOGY) TON 82.0000 5,305,400.00 3,350.360 274,729.52 23,116.430 1,895,547 092 DATA CORE LS 5,000.0000 5,000.00 0.200 1,000 093 PLACE HOT MIX ASPHALT SQYD 45.0000 3,195.00 39.800 1,791.00 39.800 1,791 (MISCELLANEOUS AREA) 094 TACK COAT TON 1,000.0000 75,000.00 10.435 10,435.00 42.328 42,328 095 STRUCTURAL CONCRETE, RETAINING WALL CY 1,800.0000 567,000.00 0.000 0 (F) 096 PRECAST REINFORCED CONCRETE BOX CULVERT LF 1,500.0000 132,000.00 0.000 0 097 FURNISH PRECAST SAND VAULT EA 20,000.0000 460,000.00 0.500 10,000.00 9.450 189,000 098 INSTALL PRECAST SAND VAULT EA 20,000.0000 460,000.00 0.500 10,000.00 9.450 189,000 099 STRUCTURAL CONCRETE, SAND COLLECTION CY 800.0000 136,800.00 70.400 56,320 (F) VAULT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 864,000.00 9.530 14,295.00 182.410 273,615 (F) 101 ARCHITECTURAL TEXTURE (RUBBLE MASONRY) SQFT 7.0000 5,054.00 0.000 0 (F) 102 ARCHITECTURAL TEXTURE (VOLCANIC ROCK) SQFT 7.0000 28,210.00 0.000 0 (F) 103 RAPID SETTING CONCRETE PATCH CF 900.0000 5,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH POLYESTER CONCRETE OVERLAY CF 10.0000 5,430.00 0.000 0 105 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 18,090.00 0.000 0 (F) 106 PUBLIC SAFETY PLAN LS 20,000.0000 20,000.00 0.000 0 107 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 356,676.00 38,194.000 114,582 (F) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 100.0000 113,000.00 0.000 0 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 120.0000 19,200.00 0.000 0 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 180.0000 9,900.00 0.000 0 (0.063"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 400.0000 64,000.00 0.000 0 112 ROADSIDE SIGN - TWO POST EA 5,000.0000 20,000.00 0.000 0 113 PREPARE AND PAINT CONCRETE SQFT 8.0000 38,080.00 0.000 0 114 12" PLASTIC PIPE LF 180.0000 93,600.00 76.500 13,770.00 465.100 83,718 115 15" PLASTIC PIPE LF 160.0000 2,576,000.00 191.800 30,688.00 6,486.500 1,037,840 116 18" PLASTIC PIPE LF 180.0000 1,836,000.00 284.100 51,138.00 2,758.600 496,548 117 24" PLASTIC PIPE LF 250.0000 127,500.00 105.600 26,400 118 30" PLASTIC PIPE LF 350.0000 8,750.00 0.000 0 119 36" PLASTIC PIPE LF 300.0000 57,000.00 175.600 52,680 120 24" CORRUGATED STEEL PIPE (.109" THICK) LF 500.0000 6,000.00 0.000 0 121 60" X 34" CORRUGATED STEEL PIPE ARCH LF 800.0000 4,000.00 4.300 3,440 (.109" THICK) 122 35" X 24" CORRUGATED STEEL PIPE ARCH LF 300.0000 63,000.00 0.000 0 (.109" THICK) 123 42" X 29" CORRUGATED STEEL PIPE ARCH LF 500.0000 7,500.00 0.000 0 (.109" THICK) 124 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 300.0000 54,000.00 28.700 8,610 125 18" PERFORATED PLASTIC PIPE UNDERDRAIN LF 200.0000 400,000.00 251.700 50,340.00 1,396.900 279,380 126 PERMEABLE MATERIAL CY 100.0000 78,600.00 98.500 9,850.00 425.910 42,591 (F) 127 36" CORRUGATED STEEL PIPE INLET LF 500.0000 220,000.00 42.800 21,400.00 246.200 123,100 (.109" THICK) 128 15" CONCRETE FLARED END SECTION EA 4,000.0000 16,000.00 0.000 0 129 18" CONCRETE FLARED END SECTION EA 2,000.0000 96,000.00 1.000 2,000.00 15.000 30,000 130 24" CONCRETE FLARED END SECTION EA 3,000.0000 12,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" PRECAST CONCRETE PIPE INLET LF 200.0000 90,000.00 49.100 9,820.00 200.300 40,060 132 ROCK SLOPE PROTECTION CY 100.0000 55,000.00 217.980 21,798 (1/2 TON, METHOD A) 133 ROCK SLOPE PROTECTION CY 250.0000 8,000.00 0.000 0 (1/2 TON, METHOD B) 134 ROCK SLOPE PROTECTION CY 80.0000 314,400.00 1,129.950 90,396 (1/4T, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 180.0000 70,200.00 8.000 1,440.00 29.760 5,356 136 ROCK SLOPE PROTECTION CY 180.0000 41,400.00 12.600 2,268.00 164.500 29,610 (NO. 1, METHOD B) 137 ROCK SLOPE PROTECTION CY 180.0000 68,400.00 267.590 48,166 (NO. 2, METHOD B) 138 FILTER FABRIC SQYD 8.0000 38,640.00 342.500 2,740.00 1,870.100 14,960 139 FILTER MEDIA CY 100.0000 11,000.00 42.790 4,279 (F) 140 MINOR CONCRETE (CURB) CY 700.0000 126,000.00 2.210 1,547.00 71.430 50,001 141 MINOR CONCRETE (MISCELLANEOUS CY 250.0000 70,000.00 14.440 3,610.00 92.310 23,077 CONSTRUCTION) 142 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 1,376,000.00 107.050 42,820.00 969.110 387,644 143 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 600.0000 35,400.00 18.530 11,118.00 24.890 14,934 AND DRIVEWAY) 144 MINOR CONCRETE (GUTTER) CY 120.0000 265,200.00 169.520 20,342.40 733.380 88,005 145 SIDEWALK (PAVERS) SQFT 12.0000 64,560.00 2,600.000 31,200.00 2,600.000 31,200 146 MINOR CONCRETE (CURB RAMP) CY 2,500.0000 7,500.00 1.720 4,300.00 1.720 4,300 147 MISCELLANEOUS IRON AND STEEL LB 2.0000 261,080.00 11,142.000 22,284.00 45,886.000 91,772 (F) 148 WOOD FENCE LF 30.0000 45,300.00 0.000 0 149 SPLIT RAIL FENCE LF 50.0000 43,000.00 0.000 0 150 DELINEATOR (CLASS 2) EA 100.0000 25,000.00 43.000 4,300 151 MARKER (CULVERT) EA 100.0000 18,000.00 37.000 3,700 152 OBJECT MARKER (TYPE L-1) EA 150.0000 1,050.00 0.000 0 153 METAL BEAM GUARD RAILING (WOOD POST) LF 140.0000 12,320.00 0.000 0 154 CONCRETE BARRIER (TYPE TRANSITION) LF 300.0000 10,800.00 0.000 0 (F) 155 CABLE RAILING LF 50.0000 15,000.00 0.000 0 156 WOOD BOLLARDS EA 50.0000 7,000.00 0.000 0 157 TRANSITION RAILING (TYPE WB) EA 1,800.0000 14,400.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 END ANCHOR ASSEMBLY (TYPE SFT) EA 15,000.0000 15,000.00 0.000 0 159 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 0.000 0 160 ALTERNATIVE CRASH CUSHION EA 3,000.0000 12,000.00 0.000 0 161 CONCRETE BARRIER (TYPE 60D) LF 150.0000 48,000.00 0.000 0 162 CONCRETE BARRIER (TYPE 60SC) LF 250.0000 45,000.00 0.000 0 163 CONCRETE BARRIER (TYPE 732B) LF 300.0000 84,000.00 0.000 0 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 58,000.00 0.000 0 (RECESSED) 165 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 5,000.00 0.000 0 (RECESSED, BROKEN 8-4) 166 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 27,100.00 0.000 0 (RECESSED) 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 46,920.00 0.000 0 (RECESSED, BROKEN 12-3) 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 47,460.00 0.000 0 (RECESSED, BROKEN 36-12) 169 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 150,000.00 0.000 0 (RECESSED) 170 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 20.0000 47,800.00 0.000 0 171 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 172 MODIFY TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.500 25,000 (COUNT) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 DRAINAGE INLET MARKER EA 250.0000 82,500.00 14.000 3,500.00 95.000 23,750 PROGRAM CAS145 PAGE 8 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:42 PM ESTIMATE NO. 021 BID OPENING 03/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,113,822.27 10,209,874.89 ADJUSTMENT OF COMPENSATION -74,351.78 -156,000.62 EXTRA WORK 69,197.80 678,712.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,108,668.29 10,732,586.83 175 MOBILIZATION LS 3,400,000.0000 3,400,000.00 0.950 3,230,000 ORIGINAL CONTRACT AMOUNT 34,444,444.00 TOTAL WORK COMPLETED 1,108,668.29 13,962,586.83 MATERIALS ON HAND ON SITE 324,356.60 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,194.65 TOTAL 1,108,668.29 14,281,748.78 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 04/27/12 390 08/07/12 07/23/12 04/01/16 217 526 0 0 40% 56% PROGRESS IS SATISFACTORY ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/15