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 12/01/17 EST. NO. 040 TIME 01:36 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 --------------------------------------------------------------------------- 052 0003 11,143.37 A.C. @ F.A.(+) 111314 N 396005 057 0015 1,122.92 E.W. @ F.A.(+) 071117 N 1471 0 0016 2,876.91 072017 N 3755 0 0017 1,153.96 081117 N 1347 0 16,297.16 TOTAL THIS ESTIMATE 696,610.01 TOTAL PREVIOUS ESTIMATE 712,907.17 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 12/01/17 EST. NO. 040 TIME 01:36 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 DED AGG TEST 7/10/16 -177.75 031 MISSING 2017 CEM4401 -10,000.00 038 REC'D 2017 CEM4401 10,000.00 039 0.00 -5,372.40 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 023 REC'D FHWA 1391 10,000.00 024 MISSING CEM2402F -10,000.00 038 0.00 -10,000.00 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 PER LTR DATED 9/15 -10,000.00 023 RTN DEDUCT 9/15 10,000.00 024 PER LTR DATED 5/16 -1,000.00 028 RTN DEDUCT 5/16 1,000.00 030 CERTIFIED PAYROLLS -2,000.00 038 CERTIFIED PAYROLLS 2,000.00 040 2,000.00 0.00 LIQUIDATED DAMAGES 14 DAYS @ $10500/DAY -147,000.00 038 0.00 -147,000.00 TOTAL DEDUCTIONS 2,000.00 -162,372.40 PROGRAM CAS145 PAGE 1 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 LOCATION RERUN SEMI-FINAL 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 1.000 45,000 002 TIME-RELATED OVERHEAD WDAY 5,800.0000 2,262,000.00 389.000 2,256,200 003 TEMPORARY FENCE (TYPE CL-6) LF 35.0000 26,250.00 664.200 23,247 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 49,600.00 17,944.500 35,889 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 006 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 1.000 30,000 PREVENTION PLAN 007 DEWATERING AND NON-STORM WATER LS 100,000.0000 100,000.00 1.000 100,000 DISCHARGE CONTROL 008 TEMPORARY MULCH SQYD 6.0000 103,800.00 2,780.600 16,683 009 TEMPORARY FIBER ROLL LF 0.5000 36,500.00 36,905.500 18,452 010 TEMPORARY SILT FENCE LF 12.0000 108,000.00 4,414.000 52,968 011 TEMPORARY CONCRETE WASHOUT FACILITY LS 60,000.0000 60,000.00 1.000 60,000 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0 013 TEMPORARY COVER SQYD 1.0000 23,000.00 11,958.190 11,958 014 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 20,500.00 426.000 21,300 015 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 149,500.00 29,131.900 145,659 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 200,000.0000 200,000.00 1.000 200,000 017 TEMPORARY CREEK DIVERSION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 018 TEMPORARY SOIL BINDER SQYD 2.0000 34,600.00 1,198.000 2,396 019 RAIN EVENT ACTION PLAN EA 500.0000 95,000.00 53.000 26,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 4.000 8,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 18,000.00 11.000 2,750 022 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 2 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,422,264 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 36,300.00 5,669.800 28,349 025 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.0000 11,950.00 152.400 762 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0500 26,200.00 500,038.000 25,001 027 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 7,000.00 0.000 0 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000 029 TEMPORARY RAILING (TYPE K) LF 60.0000 164,400.00 2,133.000 127,980 030 TEMPORARY CRASH CUSHION EA 1,400.0000 47,600.00 30.000 42,000 (TYPE ABSORB 350) 031 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 1,800.0000 172,800.00 50.719 91,294 032 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 18.500 27,750 034 OBLITERATE SURFACING SQFT 3.0000 11,730.00 5,738.980 17,216 035 REMOVE METAL BEAM GUARD RAILING LF 8.0000 4,400.00 560.000 4,480 036 REMOVE FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 037 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 8,000.00 166.000 8,300 040 REMOVE CULVERT LF 20.0000 92,800.00 4,603.100 92,062 041 REMOVE INLET EA 1,000.0000 41,000.00 46.000 46,000 042 REMOVE HEADWALL EA 3,000.0000 9,000.00 3.000 9,000 043 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 18,090.00 1,809.000 18,090 044 RECONSTRUCT FENCE LF 150.0000 1,500.00 10.000 1,500 045 REMOVE SIDEWALK (PAVERS) SQFT 2.0000 5,820.00 2,416.500 4,833 046 RESET ROADSIDE SIGN EA 500.0000 5,000.00 6.000 3,000 047 RELOCATE MILE MARKER EA 200.0000 200.00 1.000 200 048 ADJUST INLET EA 1,000.0000 11,000.00 11.000 11,000 049 ADJUST FRAME AND COVER TO GRADE EA 300.0000 42,000.00 183.000 54,900 PROGRAM CAS145 PAGE 3 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 10,000 051 MODIFY MANHOLE EA 500.0000 28,000.00 35.000 17,500 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 218,400.00 26,403.380 316,840 053 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 18,900.00 1,244.500 18,667 054 REMOVE UNSOUND CONCRETE CF 500.0000 2,500.00 2.000 1,000 055 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 5.0000 9,045.00 1,809.000 9,045 056 CAP INLET EA 250.0000 2,000.00 2.000 500 057 CLEANING, INSPECTING AND PREPARING LF 50.0000 27,500.00 260.200 13,010.00 713.000 35,650 HOST PIPE 058 CONCRETE INVERT PAVING CY 1,000.0000 25,000.00 44.750 44,750 059 24" CURED-IN-PLACE PIPELINER LF 500.0000 105,000.00 140.500 70,250 060 42" X 29" CURED-IN-PLACE PIPELINER LF 700.0000 105,000.00 145.100 101,570 061 30" CURED-IN-PLACE PIPELINER LF 600.0000 66,000.00 77.000 46,200 062 45" X 24" CURED-IN-PLACE PIPELINER LF 800.0000 60,000.00 76.000 60,800 063 60" X 34" CURED-IN-PLACE PIPELINER LF 900.0000 46,800.00 52.000 46,800 064 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000 065 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000 066 REMOVE TREE EA 350.0000 133,000.00 399.000 139,650 067 ROADWAY EXCAVATION CY 80.0000 2,384,000.00 28,255.700 2,260,456 068 ROADWAY EXCAVATION (VEGETATED SWALE) CY 80.0000 100,800.00 1,046.200 83,696 069 ROADWAY EXCAVATION (TYPE DC) CY 450.0000 112,500.00 270.000 121,500 070 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 071 STRUCTURE EXCAVATION (TYPE D) CY 120.0000 91,560.00 763.000 91,560 (F) 072 STRUCTURE EXCAVATION (SAND VAULT) CY 50.0000 43,100.00 862.000 43,100 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 75,440.00 943.000 75,440 (F) 074 STRUCTURE BACKFILL (SAND VAULT) CY 100.0000 47,300.00 473.000 47,300 (F) 075 SLURRY CEMENT BACKFILL CY 900.0000 5,400.00 5.000 4,500 076 STRUCTURE BACKFILL (RETAINING WALL) CY 140.0000 92,400.00 660.000 92,400 (F) PROGRAM CAS145 PAGE 4 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 70.000 10,500 (F) WALL) 078 SAND BACKFILL CY 180.0000 11,880.00 73.530 13,235 079 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 123,000.00 1,395.930 83,755 080 DUFF SQYD 50.0000 148,000.00 2,270.000 113,500 081 MULCH CY 20.0000 54,000.00 1,942.310 38,846 082 COMPOST (INCORPORATE) SQYD 3.0000 127,500.00 28,063.330 84,189 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 12,000.00 12.000 12,000 084 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,000.0000 90,000.00 11.581 57,905 (ACRE) 085 ROLLED EROSION CONTROL PRODUCT SQYD 7.0000 71,400.00 6,809.630 47,667 (NETTING) 086 LOG PLACEMENT EA 400.0000 31,600.00 69.000 27,600 087 BOULDER PLACEMENT EA 100.0000 49,000.00 434.000 43,400 088 CONCRETE COLORATION SQFT 12.0000 148,800.00 5,547.590 66,571 089 CLASS 2 AGGREGATE BASE CY 68.0000 1,536,800.00 21,285.500 1,447,414 090 REPLACE ASPHALT CONCRETE SURFACING CY 220.0000 748,000.00 2,739.100 602,602 091 HOT MIX ASPHALT (WARM MIX TECHNOLOGY) TON 82.0000 5,305,400.00 69,850.430 5,727,735 092 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 093 PLACE HOT MIX ASPHALT SQYD 45.0000 3,195.00 84.000 3,780 (MISCELLANEOUS AREA) 094 TACK COAT TON 1,000.0000 75,000.00 105.173 105,173 095 STRUCTURAL CONCRETE, RETAINING WALL CY 1,800.0000 567,000.00 315.000 567,000 (F) 096 PRECAST REINFORCED CONCRETE BOX CULVERT LF 1,500.0000 132,000.00 88.000 132,000 097 FURNISH PRECAST SAND VAULT EA 20,000.0000 460,000.00 23.000 460,000 098 INSTALL PRECAST SAND VAULT EA 20,000.0000 460,000.00 23.000 460,000 099 STRUCTURAL CONCRETE, SAND COLLECTION CY 800.0000 136,800.00 171.000 136,800 (F) VAULT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 864,000.00 561.522 842,283 (F) 101 ARCHITECTURAL TEXTURE (RUBBLE MASONRY) SQFT 7.0000 5,054.00 722.000 5,054 (F) 102 ARCHITECTURAL TEXTURE (VOLCANIC ROCK) SQFT 7.0000 28,210.00 3,730.000 26,110 (F) 103 RAPID SETTING CONCRETE PATCH CF 900.0000 5,400.00 3.100 2,790 PROGRAM CAS145 PAGE 5 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,430.00 700.000 7,000 105 PLACE POLYESTER CONCRETE OVERLAY SQFT 10.0000 18,090.00 1,809.000 18,090 (F) 106 PUBLIC SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000 107 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 356,676.00 118,892.000 356,676 (F) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 100.0000 113,000.00 62.770 6,277.00 1,707.270 170,727 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 120.0000 19,200.00 129.340 15,520 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 180.0000 9,900.00 44.000 7,920 (0.063"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 400.0000 64,000.00 1.000 400.00 165.000 66,000 112 ROADSIDE SIGN - TWO POST EA 5,000.0000 20,000.00 4.000 20,000 113 PREPARE AND PAINT CONCRETE SQFT 8.0000 38,080.00 722.000 5,776 114 12" PLASTIC PIPE LF 180.0000 93,600.00 685.100 123,318 115 15" PLASTIC PIPE LF 160.0000 2,576,000.00 16,633.250 2,661,320 116 18" PLASTIC PIPE LF 180.0000 1,836,000.00 9,427.650 1,696,977 117 24" PLASTIC PIPE LF 250.0000 127,500.00 590.500 147,625 118 30" PLASTIC PIPE LF 350.0000 8,750.00 39.700 13,895 119 36" PLASTIC PIPE LF 300.0000 57,000.00 182.900 54,870 120 24" CORRUGATED STEEL PIPE (.109" THICK) LF 500.0000 6,000.00 12.600 6,300 121 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 63,000.00 204.500 61,350 (.109" THICK) 123 42" X 29" CORRUGATED STEEL PIPE ARCH LF 500.0000 7,500.00 13.500 6,750 (.109" THICK) 124 12" PERFORATED PLASTIC PIPE UNDERDRAIN LF 300.0000 54,000.00 59.700 17,910 125 18" PERFORATED PLASTIC PIPE UNDERDRAIN LF 200.0000 400,000.00 1,923.100 384,620 126 PERMEABLE MATERIAL CY 100.0000 78,600.00 734.330 73,433 (F) 127 36" CORRUGATED STEEL PIPE INLET LF 500.0000 220,000.00 418.650 209,325 (.109" THICK) 128 15" CONCRETE FLARED END SECTION EA 4,000.0000 16,000.00 3.000 12,000 129 18" CONCRETE FLARED END SECTION EA 2,000.0000 96,000.00 44.000 88,000 130 24" CONCRETE FLARED END SECTION EA 3,000.0000 12,000.00 3.000 9,000 PROGRAM CAS145 PAGE 6 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 90,000.00 471.500 94,300 132 ROCK SLOPE PROTECTION CY 100.0000 55,000.00 423.460 42,346 (1/2 TON, METHOD A) 133 ROCK SLOPE PROTECTION CY 250.0000 8,000.00 5.900 1,475 (1/2 TON, METHOD B) 134 ROCK SLOPE PROTECTION CY 80.0000 314,400.00 2,755.020 220,401 (1/4T, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 180.0000 70,200.00 124.320 22,377 136 ROCK SLOPE PROTECTION CY 180.0000 41,400.00 233.100 41,958 (NO. 1, METHOD B) 137 ROCK SLOPE PROTECTION CY 180.0000 68,400.00 312.870 56,316 (NO. 2, METHOD B) 138 FILTER FABRIC SQYD 8.0000 38,640.00 4,064.700 32,517 139 FILTER MEDIA CY 100.0000 11,000.00 119.500 11,950 (F) 140 MINOR CONCRETE (CURB) CY 700.0000 126,000.00 214.130 149,891 141 MINOR CONCRETE (MISCELLANEOUS CY 250.0000 70,000.00 282.370 70,592 CONSTRUCTION) 142 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 1,376,000.00 2,907.320 1,162,928 143 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 600.0000 35,400.00 24.890 14,934 AND DRIVEWAY) 144 MINOR CONCRETE (GUTTER) CY 120.0000 265,200.00 1,639.450 196,734 145 SIDEWALK (PAVERS) SQFT 12.0000 64,560.00 2,600.000 31,200 146 MINOR CONCRETE (CURB RAMP) CY 2,500.0000 7,500.00 3.190 7,975 147 MISCELLANEOUS IRON AND STEEL LB 2.0000 261,080.00 132,395.000 264,790 (F) 148 WOOD FENCE LF 30.0000 45,300.00 4.700 141.00 598.410 17,952 149 SPLIT RAIL FENCE LF 50.0000 43,000.00 10.000 500.00 1,105.000 55,250 150 DELINEATOR (CLASS 2) EA 100.0000 25,000.00 273.000 27,300 151 MARKER (CULVERT) EA 100.0000 18,000.00 197.000 19,700 152 OBJECT MARKER (TYPE L-1) EA 150.0000 1,050.00 10.000 1,500 153 METAL BEAM GUARD RAILING (WOOD POST) LF 140.0000 12,320.00 81.500 11,410 154 CONCRETE BARRIER (TYPE TRANSITION) LF 300.0000 10,800.00 36.000 10,800 (F) 155 CABLE RAILING LF 50.0000 15,000.00 299.000 14,950 156 WOOD BOLLARDS EA 50.0000 7,000.00 135.000 6,750 157 TRANSITION RAILING (TYPE WB) EA 1,800.0000 14,400.00 8.000 14,400 PROGRAM CAS145 PAGE 7 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 15,000 159 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 7.000 21,000 160 ALTERNATIVE CRASH CUSHION EA 3,000.0000 12,000.00 4.000 12,000 161 CONCRETE BARRIER (TYPE 60D) LF 150.0000 48,000.00 337.000 50,550 162 CONCRETE BARRIER (TYPE 60SC) LF 250.0000 45,000.00 180.000 45,000 163 CONCRETE BARRIER (TYPE 732B) LF 300.0000 84,000.00 280.000 84,000 164 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 4,176.000 41,760 (RECESSED) 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 46,920.00 5,929.000 35,574 (RECESSED, BROKEN 12-3) 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 47,460.00 7,550.000 45,300 (RECESSED, BROKEN 36-12) 169 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 150,000.00 160,881.000 160,881 (RECESSED) 170 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 20.0000 47,800.00 1,882.000 37,640 171 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 0.800 1,440 SYSTEM ELEMENTS DURING CONSTRUCTION 172 MODIFY TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000 (COUNT) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 DRAINAGE INLET MARKER EA 250.0000 82,500.00 271.000 67,750 PROGRAM CAS145 PAGE 8 DATE 12/01/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 01:36 PM ESTIMATE NO. 040 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 08/16/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 12/01/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,328.00 29,724,511.28 ADJUSTMENT OF COMPENSATION 11,143.37 -1,003,611.37 EXTRA WORK 5,153.79 1,716,518.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 36,625.16 30,437,418.45 175 MOBILIZATION LS 3,400,000.0000 3,400,000.00 1.000 3,400,000 ORIGINAL CONTRACT AMOUNT 34,444,444.00 TOTAL WORK COMPLETED 36,625.16 33,837,418.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -162,372.40 TOTAL 38,625.16 33,675,046.05 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/27/12 390 08/07/12 07/23/12 08/16/17 405 856 3 0 100% 100% ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/01/17