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 10/27/20 EST. NO. 011 TIME 10:24 AM R.E. NAME: ALTERTON, NATHAN 03-3F5304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0001 500,000.00 A.C. @ U.P.(+) 092620 N 0001 0 500,000.00 TOTAL THIS ESTIMATE 151,482.70 TOTAL PREVIOUS ESTIMATE 651,482.70 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 10/27/20 EST. NO. 011 TIME 10:24 AM R.E. NAME: ALTERTON, NATHAN 03-3F5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 3/20 -7,000.00 008 RELEASE DEDUCTION 7,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 LOCATION PROGRESS ESTIMATE 03-ED-50-67.3/ .0 ----------------- Q&D CONSTRUCTION, LLC IN EL DORADO COUNTY NEAR MEYERS AT 1050 SOUTH 21ST STREET ECHO SUMMIT SIDEHILL VIADUCT SPARKS NV 89431 FED. AID NO. B1NH-P050(145)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 DEVELOP WATER SUPPLY LS 3,000.0000 3,000.00 0.070 210.00 0.670 2,010 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.046 1,150.00 0.687 17,175 006 TRAFFIC CONTROL SYSTEM LS 905,000.0000 905,000.00 0.070 63,350.00 0.670 606,350 007 TYPE III BARRICADE EA 150.0000 3,900.00 12.000 1,800 008 PORTABLE DELINEATOR EA 75.0000 1,125.00 15.000 1,125 009 FLASHING BEACON (PORTABLE) EA 650.0000 6,500.00 10.000 6,500 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 55,000.0000 55,000.00 0.600 33,000 011 TEMPORARY THRIE BEAM BARRIER LF 175.0000 17,500.00 250.000 43,750 012 TEMPORARY METAL BEAM GUARDRAIL LF 170.0000 1,190.00 0.000 0 013 TEMPORARY RAILING (TYPE K) LF 120.0000 19,200.00 395.000 47,400 014 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.070 1,400.00 0.670 13,400 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.750 1,125 016 TEMPORARY CHECK DAM LF 25.0000 675.00 493.000 12,325 017 TEMPORARY DRAINAGE INLET PROTECTION EA 450.0000 900.00 2.000 900 018 TEMPORARY FIBER ROLL LF 10.0000 2,200.00 268.000 2,680 019 STREET SWEEPING LS 35,000.0000 35,000.00 0.070 2,450.00 0.670 23,450 020 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.070 245.00 0.670 2,345 021 TREATED WOOD WASTE LB 5.0000 1,065.00 213.000 1,065.00 213.000 1,065 022 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 7,200.00 1,380.000 6,900 PROGRAM CAS145 PAGE 2 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.600 9,000 024 ROADWAY EXCAVATION CY 150.0000 57,000.00 121.000 18,150 025 SHOULDER BACKING TON 300.0000 19,500.00 61.910 18,573 026 STRUCTURE EXCAVATION (BRIDGE) CY 195.0000 5,070.00 9.400 1,833.00 26.000 5,070 (F) 027 STRUCTURE EXCAVATION (ROCK) CY 3,050.0000 503,250.00 225.000 686,250 028 STRUCTURE BACKFILL (BRIDGE) CY 165.0000 9,735.00 59.000 9,735.00 59.000 9,735 (F) 029 STRUCTURE BACKFILL (BRIDGE) CY 250.0000 47,500.00 214.000 53,500 (LIGHTWEIGHT FILL, CLASS IV) 030 DITCH EXCAVATION CY 190.0000 8,740.00 40.000 7,600.00 46.000 8,740 031 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 032 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 1,600.00 1.000 1,600 033 DRY SEED (SQFT) SQFT 0.4300 3,973.20 0.000 0 034 BONDED FIBER MATRIX (SQFT) SQFT 0.7100 4,054.10 0.000 0 035 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.8100 3,580.20 0.000 0 036 PINE NEEDLE STRAW SQFT 0.2300 1,108.60 0.000 0 037 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.900 13,500.00 0.900 13,500 038 CLASS 2 AGGREGATE BASE (CY) CY 200.0000 44,000.00 19.000 3,800 039 REPLACE ASPHALT CONCRETE SURFACING CY 600.0000 102,000.00 201.780 121,068 040 HOT MIX ASPHALT (TYPE A) TON 300.0000 99,000.00 297.920 89,376.00 297.920 89,376 041 PLACE HOT MIX ASPHALT SQYD 1,300.0000 2,210.00 0.000 0 (MISCELLANEOUS AREA) 042 TACK COAT TON 650.0000 260.00 0.200 130.00 0.200 130 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 23,800.00 789.300 27,625.50 810.630 28,372 044 ROCK ANCHOR LF 98.0000 36,260.00 173.580 17,010 045 4" DRILLED HOLE LF 244.0000 29,280.00 178.670 43,595 046 TEMPORARY DEBRIS COLLECTION SYSTEM LS 145,000.0000 145,000.00 0.150 21,750.00 1.000 145,000 047 TEMPORARY PRECAST DECKING PANELS LS 115,000.0000 115,000.00 0.250 28,750.00 1.000 115,000 048 12" DRILLED HOLE LF 2,500.0000 15,000.00 3.000 7,500 049 MICROPILE (NPS 6 XS) EA 17,380.0000 225,940.00 16.000 278,080 PROGRAM CAS145 PAGE 3 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,200.0000 152,400.00 152.000 182,400 (F) 051 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 228,600.00 123.700 222,660 (F) 052 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,800.0000 70,200.00 39.000 70,200.00 39.000 70,200 (F) 053 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,000.0000 160,000.00 83.000 166,000.00 83.000 166,000 (F) (TYPE N MODIFIED) 054 STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH CF 950.0000 115,900.00 122.000 115,900.00 122.000 115,900 (F) PERFORMANCE CONCRETE) 055 CONCRETE SURFACE TEXTURE (STONE TEXTURE SQFT 25.0000 16,375.00 653.300 16,332 A) 056 CONCRETE SURFACE TEXTURE (STONE TEXTURE SQFT 25.0000 26,250.00 1,063.400 26,585 B) 057 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 115,000.0000 805,000.00 7.000 805,000.00 7.000 805,000 GIRDER (90'-100') 058 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 15,000.0000 105,000.00 7.000 105,000.00 7.000 105,000 GIRDER 059 ULTRA HIGH PERFORMANCE CONCRETE MOCK-UP EA 25,000.0000 50,000.00 2.000 50,000 060 JOINT SEAL (MR 1") LF 75.0000 4,200.00 56.000 4,200.00 56.000 4,200 061 BAR REINFORCING STEEL (EPOXY COATED) LB 2.2500 70,650.00 17,226.800 38,760.30 31,485.000 70,841 (F) (BRIDGE) 062 BAR REINFORCING STEEL (GALVANIZED) (BRID LB 2.0000 1,600.00 800.000 1,600.00 800.000 1,600 (F) GE) 063 HEADED BAR REINFORCEMENT (GALVANIZED) EA 55.0000 2,640.00 4.000 220.00 48.000 2,640 (F) 064 STRUCTURAL STEEL (BRIDGE)(STEEL PIPE SHE LB 5.0000 2,025.00 0.000 0 (F) AR KEY) 065 REMOVE MASONRY WALL (PORTION) LS 45,000.0000 45,000.00 1.000 45,000 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 1,410.00 4,160.000 1,248.00 4,160.000 1,248 067 FURNISH POLYESTER CONCRETE OVERLAY CF 86.0000 85,140.00 945.000 81,270.00 945.000 81,270 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 23,500.00 4,160.000 20,800.00 4,160.000 20,800 (F) 069 BRIDGE REMOVAL LS 750,000.0000 750,000.00 1.000 750,000 070 GEOMEMBRANE AND GEOTEXTILE CUSHION FABRI SQFT 4.0000 1,760.00 440.000 1,760.00 440.000 1,760 C 071 PERMEABLE MATERIAL (BLANKET) CY 400.0000 6,800.00 17.000 6,800 (F) 072 12" FLUME DOWNDRAIN LF 150.0000 3,000.00 0.000 0 073 12" TAPERED INLET EA 600.0000 600.00 0.000 0 074 FLUME ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0 075 CLEAN CULVERT LF 50.0000 7,500.00 150.000 7,500 076 ROCK SLOPE PROTECTION CY 900.0000 3,330.00 0.000 0 (F) (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETED-ROCK SLOPE PROTECTION CY 600.0000 13,200.00 0.000 0 (60 LB, CLASS II, METHOD A) (CY) 078 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 52.00 0.000 0 079 PREPARE AND PAINT CONCRETE SQFT 12.0000 51,840.00 3,240.000 38,880.00 3,240.000 38,880 080 STAIN GALVANIZED SURFACES (LF) LF 45.0000 4,950.00 75.500 3,397 081 CONCRETE BARRIER DELINEATOR (16-INCH) EA 125.0000 750.00 0.000 0 082 DELINEATOR (CLASS 2) EA 55.0000 495.00 0.000 0 083 MARKER (CULVERT) EA 60.0000 240.00 0.000 0 084 SNOW POLE MARKER EA 130.0000 1,690.00 0.000 0 085 OBJECT MARKER (TYPE P) EA 75.0000 150.00 0.000 0 086 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 35.00 0.000 0 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 135.00 0.000 0 (0.063"-UNFRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 56.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 089 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0 090 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 195.0000 14,625.00 0.000 0 091 TRANSITION RAILING (TYPE WB-31) EA 25,000.0000 25,000.00 0.000 0 092 END CAP (TYPE TC) EA 750.0000 3,750.00 0.000 0 093 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,500.0000 2,500.00 0.000 0 094 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 500.0000 164,500.00 329.000 164,500.00 329.000 164,500 (F) 095 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 500.0000 38,000.00 75.500 37,750 (F) NO. 1 096 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 500.0000 10,000.00 0.000 0 (F) NO. 2 097 REMOVE GUARDRAIL LF 50.0000 7,500.00 110.000 5,500 098 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 10.0000 13,900.00 0.000 0 099 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 25.0000 20,750.00 0.000 0 (RECESSED) 100 METHYL METHACRYLATE PAVEMENT MARKING SQFT 25.0000 550.00 0.000 0 101 METHYL METHACRYLATE PAVEMENT MARKING SQFT 100.0000 3,000.00 0.000 0 (RECESSED) 102 12" RUMBLE STRIP STA 1,500.0000 5,400.00 3.600 5,400.00 3.600 5,400 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 700,000.00 21.000 73,500.00 123.000 430,500 106 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 107 CONDUIT SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 6 DATE 10/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5304 TIME 10:24 AM ESTIMATE NO. 011 BID OPENING 10/04/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,979,407.80 5,965,014.62 ADJUSTMENT OF COMPENSATION 500,000.00 500,000.00 EXTRA WORK 0.00 151,482.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,479,407.80 6,616,497.32 108 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 7,196,614.10 TOTAL WORK COMPLETED 2,479,407.80 7,316,497.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,479,407.80 7,316,497.32 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 12/10/18 200 05/01/19 02/04/19 01/28/21 134 294 0 0 88% 67% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/01/19. ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/20