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 08/24/16 EST. NO. 031 TIME 11:04 AM 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 0615 2,703.44 E.W. @ F.A.(+) 071216 N 1295 0 0616 2,753.32 071316 N 1296 0 0617 2,678.48 071416 N 1297 0 0618 1,449.37 071716 N 1298 0 0619 3,121.94 071816 N 1299 0 0620 2,753.33 071916 N 1300 0 0621 2,903.02 072016 N 1301 0 0622 2,753.33 072116 N 1302 0 0623 1,855.19 072416 N 1303 0 0624 2,853.13 072516 N 1304 0 0625 2,714.68 072616 N 1305 0 0627 2,726.64 072816 N 1307 0 0628 1,855.19 073116 N 1308 0 0629 2,714.68 080116 N 1309 0 0630 -2,320.00 A.C. @ U.P.(-) 081416 N 081516 0631 2,576.23 E.W. @ F.A.(+) 080216 N 1310 0 0632 3,202.40 080316 N 1311 0 0633 2,094.86 080416 N 1312 0 0634 1,546.00 080716 N 1313 0 0635 2,828.17 080816 N 1314 0 0636 2,778.28 080916 N 1315 0 0637 2,853.12 081016 N 1316 0 006 0017 -97,938.22 A.C. @ U.P.(-) 080116 N 8/2/16 019 0002 2,162.78 A.C. @ U.P.(+) 080216 N 8/2/16 035 0009 22,165.70 A.C. @ L.S.(+) 081116 N 081216 -22,214.94 TOTAL THIS ESTIMATE 436,146.63 TOTAL PREVIOUS ESTIMATE 413,931.69 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 08/24/16 EST. NO. 031 TIME 11:04 AM 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 -177.75 -5,372.40 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 023 REC'D FHWA 1391 10,000.00 024 0.00 0.00 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 0.00 0.00 TOTAL DEDUCTIONS -177.75 -5,372.40 PROGRAM CAS145 PAGE 1 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 LOCATION 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 0.750 33,750 002 TIME-RELATED OVERHEAD WDAY 5,800.0000 2,262,000.00 4.000 23,200.00 309.000 1,792,200 003 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 1,383.500 2,767.00 15,752.500 31,505 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.086 1,720.00 0.800 16,000 006 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 0.030 900.00 0.820 24,600 PREVENTION PLAN 007 DEWATERING AND NON-STORM WATER LS 100,000.0000 100,000.00 0.086 8,600.00 0.800 80,000 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 1,788.000 894.00 31,616.500 15,808 010 TEMPORARY SILT FENCE LF 12.0000 108,000.00 224.000 2,688.00 3,804.000 45,648 011 TEMPORARY CONCRETE WASHOUT FACILITY LS 60,000.0000 60,000.00 0.086 5,160.00 0.800 48,000 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0 013 TEMPORARY COVER SQYD 1.0000 23,000.00 13.000 13.00 8,499.190 8,499 014 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 20,500.00 24.000 1,200.00 204.000 10,200 015 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 149,500.00 24,593.900 122,969 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 200,000.0000 200,000.00 0.086 17,200.00 0.800 160,000 017 TEMPORARY CREEK DIVERSION SYSTEM LS 15,000.0000 15,000.00 0.300 4,500 018 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 44.000 22,000 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 18,000.00 7.000 1,750 022 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.900 45,000 PROGRAM CAS145 PAGE 2 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.086 122,314.70 0.800 1,137,811 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 36,300.00 84.000 420.00 4,359.800 21,799 025 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.0000 11,950.00 152.400 762 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0500 26,200.00 2,637.000 131.85 307,254.000 15,362 027 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 7,000.00 0.000 0 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.086 4,300.00 0.800 40,000 029 TEMPORARY RAILING (TYPE K) LF 60.0000 164,400.00 2,108.000 126,480 030 TEMPORARY CRASH CUSHION EA 1,400.0000 47,600.00 28.000 39,200 (TYPE ABSORB 350) 031 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 1,800.0000 172,800.00 3.880 6,984.00 42.125 75,825 032 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 -1.000 -1,500.00 14.000 21,000 034 OBLITERATE SURFACING SQFT 3.0000 11,730.00 5,448.900 16,346 035 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 1.000 1,500 037 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 92,800.00 474.700 9,494.00 3,608.500 72,170 041 REMOVE INLET EA 1,000.0000 41,000.00 7.000 7,000.00 36.000 36,000 042 REMOVE HEADWALL EA 3,000.0000 9,000.00 1.000 3,000.00 2.000 6,000 043 REMOVE ASPHALT CONCRETE SURFACING SQFT 10.0000 18,090.00 1,809.000 18,090 044 RECONSTRUCT FENCE LF 150.0000 1,500.00 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 11.000 11,000 049 ADJUST FRAME AND COVER TO GRADE EA 300.0000 42,000.00 16.000 4,800.00 155.000 46,500 PROGRAM CAS145 PAGE 3 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 10,500 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 218,400.00 1,387.590 16,651.08 19,555.970 234,671 053 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 18,900.00 1,171.500 17,572 054 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 -1.000 -250.00 2.000 500 057 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 1.000 10,000 065 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 0.086 6,880.00 0.800 64,000 066 REMOVE TREE EA 350.0000 133,000.00 5.000 1,750.00 397.000 138,950 067 ROADWAY EXCAVATION CY 80.0000 2,384,000.00 1,117.000 89,360.00 20,963.000 1,677,040 068 ROADWAY EXCAVATION (VEGETATED SWALE) CY 80.0000 100,800.00 551.200 44,096 069 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 70.000 8,400.00 406.360 48,763 (F) 072 STRUCTURE EXCAVATION (SAND VAULT) CY 50.0000 43,100.00 32.000 1,600.00 701.400 35,070 (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 30.000 3,000.00 336.200 33,620 (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 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.470 8,364 079 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 123,000.00 171.160 10,269.60 773.960 46,437 080 DUFF SQYD 50.0000 148,000.00 1,710.000 85,500 081 MULCH CY 20.0000 54,000.00 66.150 1,323.00 1,019.560 20,391 082 COMPOST (INCORPORATE) SQYD 3.0000 127,500.00 1,188.340 3,565.02 14,928.530 44,785 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 12,000.00 1.000 1,000.00 8.000 8,000 084 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,000.0000 90,000.00 0.410 2,050.00 5.910 29,550 (ACRE) 085 ROLLED EROSION CONTROL PRODUCT SQYD 7.0000 71,400.00 1,391.800 9,742.60 5,819.530 40,736 (NETTING) 086 LOG PLACEMENT EA 400.0000 31,600.00 8.000 3,200.00 51.000 20,400 087 BOULDER PLACEMENT EA 100.0000 49,000.00 37.000 3,700.00 311.000 31,100 088 CONCRETE COLORATION SQFT 12.0000 148,800.00 2,277.180 27,326 089 CLASS 2 AGGREGATE BASE CY 68.0000 1,536,800.00 2,336.000 158,848.00 16,804.000 1,142,672 090 REPLACE ASPHALT CONCRETE SURFACING CY 220.0000 748,000.00 2,621.330 576,692 091 HOT MIX ASPHALT (WARM MIX TECHNOLOGY) TON 82.0000 5,305,400.00 5,344.980 438,288.36 49,749.760 4,079,480 092 DATA CORE LS 5,000.0000 5,000.00 0.200 1,000 093 PLACE HOT MIX ASPHALT SQYD 45.0000 3,195.00 84.000 3,780 (MISCELLANEOUS AREA) 094 TACK COAT TON 1,000.0000 75,000.00 3.865 3,865.00 76.103 76,103 095 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 0.750 15,000.00 16.600 332,000 098 INSTALL PRECAST SAND VAULT EA 20,000.0000 460,000.00 1.000 20,000.00 16.600 332,000 099 STRUCTURAL CONCRETE, SAND COLLECTION CY 800.0000 136,800.00 15.200 12,160.00 120.100 96,080 (F) VAULT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 864,000.00 44.550 66,825.00 425.132 637,698 (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 2,885.000 20,195 (F) 103 RAPID SETTING CONCRETE PATCH CF 900.0000 5,400.00 2.000 1,800 PROGRAM CAS145 PAGE 5 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,983.000 29,949.00 90,613.000 271,839 (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 55.700 10,026.00 658.100 118,458 115 15" PLASTIC PIPE LF 160.0000 2,576,000.00 841.900 134,704.00 13,639.750 2,182,360 116 18" PLASTIC PIPE LF 180.0000 1,836,000.00 681.600 122,688.00 7,258.750 1,306,575 117 24" PLASTIC PIPE LF 250.0000 127,500.00 519.500 129,875 118 30" PLASTIC PIPE LF 350.0000 8,750.00 11.400 3,990.00 18.300 6,405 119 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 4.100 2,050 121 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 0.000 0 (.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 400,000.00 154.300 30,860.00 1,815.300 363,060 126 PERMEABLE MATERIAL CY 100.0000 78,600.00 46.900 4,690.00 659.840 65,984 (F) 127 36" CORRUGATED STEEL PIPE INLET LF 500.0000 220,000.00 11.500 5,750.00 354.100 177,050 (.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 6.000 12,000.00 33.000 66,000 130 24" CONCRETE FLARED END SECTION EA 3,000.0000 12,000.00 2.000 6,000 PROGRAM CAS145 PAGE 6 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.900 9,980.00 377.600 75,520 132 ROCK SLOPE PROTECTION CY 100.0000 55,000.00 85.470 8,547.00 414.870 41,487 (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 314,400.00 655.870 52,469.60 2,547.720 203,817 (1/4T, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 180.0000 70,200.00 26.000 4,680.00 101.420 18,255 136 ROCK SLOPE PROTECTION CY 180.0000 41,400.00 217.700 39,186 (NO. 1, METHOD B) 137 ROCK SLOPE PROTECTION CY 180.0000 68,400.00 274.070 49,332 (NO. 2, METHOD B) 138 FILTER FABRIC SQYD 8.0000 38,640.00 282.000 2,256.00 3,118.500 24,948 139 FILTER MEDIA CY 100.0000 11,000.00 -24.710 -2,471.00 57.930 5,793 (F) 140 MINOR CONCRETE (CURB) CY 700.0000 126,000.00 7.320 5,124.00 161.100 112,770 141 MINOR CONCRETE (MISCELLANEOUS CY 250.0000 70,000.00 9.230 2,307.50 190.540 47,635 CONSTRUCTION) 142 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 1,376,000.00 183.440 73,376.00 2,183.900 873,560 143 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 17.070 2,048.40 1,226.330 147,159 145 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 1.470 3,675.00 3.190 7,975 147 MISCELLANEOUS IRON AND STEEL LB 2.0000 261,080.00 7,586.000 15,172.00 97,310.000 194,620 (F) 148 WOOD FENCE LF 30.0000 45,300.00 80.410 2,412 149 SPLIT RAIL FENCE LF 50.0000 43,000.00 0.000 0 150 DELINEATOR (CLASS 2) EA 100.0000 25,000.00 95.000 9,500 151 MARKER (CULVERT) EA 100.0000 18,000.00 94.000 9,400 152 OBJECT MARKER (TYPE L-1) EA 150.0000 1,050.00 3.000 450 153 METAL BEAM GUARD RAILING (WOOD POST) LF 140.0000 12,320.00 62.500 8,750.00 81.500 11,410 154 CONCRETE BARRIER (TYPE TRANSITION) LF 300.0000 10,800.00 36.000 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 0.000 0 157 TRANSITION RAILING (TYPE WB) EA 1,800.0000 14,400.00 4.000 7,200.00 8.000 14,400 PROGRAM CAS145 PAGE 7 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 12,000.00 7.000 21,000 160 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 0.800 1,440.00 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 8.000 2,000.00 191.000 47,750 PROGRAM CAS145 PAGE 8 DATE 08/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 11:04 AM ESTIMATE NO. 031 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 08/20/16 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 08/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,672,525.71 22,062,926.96 ADJUSTMENT OF COMPENSATION -75,929.74 -682,663.77 EXTRA WORK 53,714.80 1,096,595.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,650,310.77 22,476,858.65 175 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 1,650,310.77 25,876,858.65 MATERIALS ON HAND ON SITE 396,022.34 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -177.75 -5,372.40 TOTAL 1,650,133.02 26,267,508.59 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 12/06/16 309 705 -9 0 75% 81% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/08/15. ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/16