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 07/26/17 EST. NO. 037 TIME 12:41 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 0779 746.93 E.W. @ F.A.(+) 060817 N 2168 0 0780 993.49 061217 N 2169 0 0781 993.49 061317 N 2170 0 0782 993.49 061417 N 2171 0 0783 919.31 061517 N 2172 0 0784 689.48 061817 N 2173 0 0785 861.84 061917 N 2174 0 0786 861.84 062017 N 2175 0 0787 861.84 062117 N 3601 0 0788 861.84 062217 N 3602 0 0789 689.48 062517 N 3603 0 0790 861.84 062617 N 3604 0 0791 2,072.07 061317 N 1248 0 0792 2,006.14 061417 N 1249 0 0793 1,702.05 061517 N 1250 0 0794 919.31 061617 N 3651 0 0795 1,693.52 061917 N 3652 0 0796 2,098.68 062017 N 3653 0 0797 1,623.05 062117 N 3654 0 0798 1,133.71 062217 N 3655 0 0799 785.24 062317 N 3656 0 0800 1,848.71 062617 N 3657 0 0801 -2,784.00 A.C. @ U.P.(-) 071417 N 714170 0802 2,161.40 E.W. @ F.A.(+) 062717 N 3658 0 0803 1,809.34 062817 N 3659 0 0804 1,675.33 062917 N 3660 0 0805 651.08 063017 N 3661 0 0806 710.27 071017 N 3662 0 0807 1,359.14 071117 N 3663 0 0808 1,777.73 071217 N 3664 0 0809 1,097.63 071317 N 3665 0 0810 887.82 062717 N 3605 0 0811 887.82 062817 N 3606 0 0812 789.18 062917 N 3607 0 0813 473.51 070917 N 3608 0 0814 887.82 071017 N 3609 0 0815 887.82 071117 N 3610 0 0816 887.82 071217 N 3611 0 0817 887.82 071317 N 3612 0 0818 591.89 071417 N 3666 0 0819 710.27 071717 N 3667 0 0820 749.73 071617 N 3613 0 006 0021 -14,699.31 A.C. @ U.P.(-) 063017 N 630170 070 0001 4,167.53 E.W. @ F.A.(+) 062017 N 3751 0 0002 687.36 071717 N 3754 0 071 0001 8,237.34 E.W. @ F.A.(+) 071717 N 3753 0 072 0001 8,718.01 E.W. @ F.A.(+) 071717 N 3752 0 50,427.70 TOTAL THIS ESTIMATE 436,494.75 TOTAL PREVIOUS ESTIMATE 486,922.45 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 07/26/17 EST. NO. 037 TIME 12:41 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 0.00 -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 0.00 -5,372.40 PROGRAM CAS145 PAGE 1 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 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 0.750 33,750 002 TIME-RELATED OVERHEAD WDAY 5,800.0000 2,262,000.00 14.000 81,200.00 386.000 2,238,800 003 TEMPORARY FENCE (TYPE CL-6) LF 35.0000 26,250.00 72.000 2,520.00 664.200 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 0.035 700.00 0.982 19,640 006 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 0.010 300.00 0.890 26,700 PREVENTION PLAN 007 DEWATERING AND NON-STORM WATER LS 100,000.0000 100,000.00 0.035 3,500.00 0.982 98,200 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 6.000 3.00 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 0.035 2,100.00 0.982 58,920 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0 013 TEMPORARY COVER SQYD 1.0000 23,000.00 209.000 209.00 11,958.190 11,958 014 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 20,500.00 37.000 1,850.00 423.000 21,150 015 TEMPORARY HYDRAULIC MULCH SQYD 5.0000 149,500.00 1,218.000 6,090.00 29,131.900 145,659 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 200,000.0000 200,000.00 0.035 7,000.00 0.982 196,400 017 TEMPORARY CREEK DIVERSION SYSTEM LS 15,000.0000 15,000.00 0.100 1,500.00 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 52.000 26,000 020 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 10.000 2,500 022 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.900 45,000 PROGRAM CAS145 PAGE 2 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.035 49,779.24 0.982 1,396,663 024 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 0.035 1,750.00 0.982 49,100 029 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 1.781 3,205.80 48.969 88,144 032 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 2.000 3,000.00 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 0.000 0 040 REMOVE CULVERT LF 20.0000 92,800.00 192.000 3,840.00 4,603.100 92,062 041 REMOVE INLET EA 1,000.0000 41,000.00 3.000 3,000.00 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 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 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 7.000 2,100.00 176.000 52,800 PROGRAM CAS145 PAGE 3 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,000.00 34.000 17,000 052 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 218,400.00 2,711.600 32,539.20 26,096.500 313,158 053 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 18,900.00 8.000 120.00 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 27,500.00 452.800 22,640 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 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 0.035 2,800.00 0.982 78,560 066 REMOVE TREE EA 350.0000 133,000.00 2.000 700.00 399.000 139,650 067 ROADWAY EXCAVATION CY 80.0000 2,384,000.00 987.000 78,960.00 28,081.700 2,246,536 068 ROADWAY EXCAVATION (VEGETATED SWALE) CY 80.0000 100,800.00 495.000 39,600.00 1,046.200 83,696 069 ROADWAY EXCAVATION (TYPE DC) CY 450.0000 112,500.00 270.000 121,500.00 270.000 121,500 070 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 071 STRUCTURE EXCAVATION (TYPE D) CY 120.0000 91,560.00 762.160 91,459 (F) 072 STRUCTURE EXCAVATION (SAND VAULT) CY 50.0000 43,100.00 56.000 2,800.00 861.800 43,090 (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 17.100 1,710.00 472.100 47,210 (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 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 3,060.00 73.530 13,235 079 IMPORTED MATERIAL (SHOULDER BACKING) TON 60.0000 123,000.00 1,112.740 66,764 080 DUFF SQYD 50.0000 148,000.00 1,710.000 85,500 081 MULCH CY 20.0000 54,000.00 1,579.100 31,582 082 COMPOST (INCORPORATE) SQYD 3.0000 127,500.00 24,719.010 74,157 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 12,000.00 11.000 11,000 084 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,000.0000 90,000.00 10.301 51,505 (ACRE) 085 ROLLED EROSION CONTROL PRODUCT SQYD 7.0000 71,400.00 42.000 294.00 6,249.630 43,747 (NETTING) 086 LOG PLACEMENT EA 400.0000 31,600.00 62.000 24,800 087 BOULDER PLACEMENT EA 100.0000 49,000.00 379.000 37,900 088 CONCRETE COLORATION SQFT 12.0000 148,800.00 3,242.880 38,914 089 CLASS 2 AGGREGATE BASE CY 68.0000 1,536,800.00 713.200 48,497.60 21,107.500 1,435,310 090 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 1,741.720 142,821.04 65,458.460 5,367,593 092 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 0.940 940.00 97.813 97,813 095 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 1.000 20,000.00 23.000 460,000 098 INSTALL PRECAST SAND VAULT EA 20,000.0000 460,000.00 0.800 16,000.00 22.800 456,000 099 STRUCTURAL CONCRETE, SAND COLLECTION CY 800.0000 136,800.00 6.700 5,360.00 170.400 136,320 (F) VAULT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 864,000.00 23.880 35,820.00 558.232 837,348 (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 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,754.000 11,262.00 118,892.000 356,676 (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 1.500 270.00 685.100 123,318 115 15" PLASTIC PIPE LF 160.0000 2,576,000.00 732.000 117,120.00 16,633.250 2,661,320 116 18" PLASTIC PIPE LF 180.0000 1,836,000.00 291.500 52,470.00 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 12.000 2,400.00 1,923.100 384,620 126 PERMEABLE MATERIAL CY 100.0000 78,600.00 11.070 1,107.00 739.140 73,914 (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 3.000 6,000.00 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 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.800 2,360.00 471.500 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 2,736.320 218,905 (1/4T, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 180.0000 70,200.00 8.850 1,593.00 124.320 22,377 136 ROCK SLOPE PROTECTION CY 180.0000 41,400.00 14.400 2,592.00 233.100 41,958 (NO. 1, METHOD B) 137 ROCK SLOPE PROTECTION CY 180.0000 68,400.00 38.800 6,984.00 312.870 56,316 (NO. 2, METHOD B) 138 FILTER FABRIC SQYD 8.0000 38,640.00 108.500 868.00 4,024.700 32,197 139 FILTER MEDIA CY 100.0000 11,000.00 106.500 10,650 (F) 140 MINOR CONCRETE (CURB) CY 700.0000 126,000.00 16.290 11,403.00 210.580 147,406 141 MINOR CONCRETE (MISCELLANEOUS CY 250.0000 70,000.00 25.540 6,385.00 275.570 68,892 CONSTRUCTION) 142 MINOR CONCRETE (CURB AND GUTTER) CY 400.0000 1,376,000.00 107.920 43,168.00 2,867.100 1,146,840 143 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 600.0000 35,400.00 24.890 14,934 AND DRIVEWAY) 144 MINOR CONCRETE (GUTTER) CY 120.0000 265,200.00 172.440 20,692.80 1,606.220 192,746 145 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 6,712.000 13,424.00 129,640.000 259,280 (F) 148 WOOD FENCE LF 30.0000 45,300.00 593.710 17,811 149 SPLIT RAIL FENCE LF 50.0000 43,000.00 720.000 36,000 150 DELINEATOR (CLASS 2) EA 100.0000 25,000.00 259.000 25,900 151 MARKER (CULVERT) EA 100.0000 18,000.00 187.000 18,700 152 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 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (RECESSED) 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 46,920.00 2,873.000 17,238 (RECESSED, BROKEN 12-3) 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 47,460.00 5,520.000 33,120 (RECESSED, BROKEN 36-12) 169 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 150,000.00 89,249.000 89,249 (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 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 17.000 4,250.00 264.000 66,000 PROGRAM CAS145 PAGE 8 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9204 TIME 12:41 PM ESTIMATE NO. 037 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 07/20/17 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,032,517.68 28,250,873.15 ADJUSTMENT OF COMPENSATION -17,483.31 -969,744.40 EXTRA WORK 67,911.01 1,456,666.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,082,945.38 28,737,795.60 175 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 1,082,945.38 32,137,795.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,372.40 TOTAL 1,082,945.38 32,132,423.20 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/27/12 390 08/07/12 07/23/12 07/31/17 386 854 3 0 91% 98% PROGRESS IS SATISFACTORY ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/17