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 07/26/19 EST. NO. 003 TIME 11:59 AM R.E. NAME: ALTERTON, NATHAN 03-4F8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/26/19 EST. NO. 003 TIME 11:59 AM R.E. NAME: ALTERTON, NATHAN 03-4F8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/19 -4,000.00 003 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-70.6/70.6 ----------------------- Q&D CONSTRUCTION, LLC. IN EL DORADO COUNTY AT THE JUNCTION 1050 SOUTH 21ST STREET OF ROUTE 50 AND 89S SPARKS NV 89431 FED. AID NO. HSNH-P050(144)E CONVERT MINOR LEG STOP CONTROLLED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 DEVELOP WATER SUPPLY LS 18,250.0000 18,250.00 0.200 3,650.00 0.433 7,902 003 CONSTRUCTION AREA SIGNS LS 7,035.0000 7,035.00 0.131 921.59 0.532 3,742 004 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.200 70,000.00 0.433 151,550 005 TYPE III BARRICADE EA 200.0000 2,600.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 2,550.00 136.000 408.00 376.000 1,128 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 8,220.00 10,040.500 6,024.30 10,040.500 6,024 008 PLASTIC TRAFFIC DRUMS EA 86.0000 7,740.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,884.0000 13,884.00 0.200 2,776.80 0.433 6,011 010 TEMPORARY PORTABLE RADAR FEEDBACK SIGN EA 2,138.0000 4,276.00 2.000 4,276 011 TEMPORARY RAILING (TYPE K) LF 37.0000 44,400.00 812.500 30,062.50 1,512.500 55,962 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 21,000.00 2.000 7,000.00 4.000 14,000 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.200 15,000.00 0.433 32,475 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,200.0000 3,200.00 0.500 1,600 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 1.000 500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 305.0000 3,355.00 1.000 305 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 600.0000 3,600.00 1.000 600 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 2.9000 2,436.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 10.0000 8,400.00 1,401.360 14,013 021 TEMPORARY CHECK DAM LF 13.0000 3,120.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 5,850.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 15.0000 1,500.00 756.000 11,340 024 TEMPORARY GRAVEL BAG BERM LF 53.0000 3,180.00 0.000 0 025 TEMPORARY SILT FENCE LF 5.0000 11,000.00 1,124.000 5,620 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 0.000 0 027 STREET SWEEPING LS 100,000.0000 100,000.00 0.200 20,000.00 0.433 43,300 028 TEMPORARY CONCRETE WASHOUT LS 4,800.0000 4,800.00 0.200 960.00 0.433 2,078 029 TREATED WOOD WASTE LB 3.0000 5,280.00 1,760.000 5,280 030 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 15,680.00 60.000 480.00 1,989.000 15,912 031 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.100 3,000.00 0.950 28,500 032 ROADWAY EXCAVATION CY 39.0000 15,210.00 0.000 0 033 IMPORTED BORROW (CY) CY 150.0000 259,500.00 1,482.400 222,360.00 2,622.400 393,360 034 SUBGRADE ENHANCEMENT GEOGRID SQYD 9.5000 10,165.00 600.000 5,700 035 UNMORTARED ROCK BLANKET SQFT 9.5000 28,215.00 0.000 0 036 PACKET FERTILIZER EA 0.4000 132.00 0.000 0 037 PLANT (GROUP I) EA 30.0000 5,100.00 0.000 0 038 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0 039 WOOD MULCH CY 118.0000 30,680.00 0.000 0 040 REMOVE WOODEN VEHICLE BARRIER EA 75.0000 8,250.00 0.000 0 041 LOG EA 200.0000 1,600.00 0.000 0 042 WOODEN VEHICLE BARRIER EA 75.0000 18,000.00 0.000 0 043 WOODEN VEHICLE BARRIER (REMOVABLE) EA 100.0000 600.00 0.000 0 044 BOULDER (TYPE A) EA 800.0000 9,600.00 0.000 0 045 BOULDER (TYPE B) EA 800.0000 11,200.00 0.000 0 046 8" CORRUGATED HIGH DENSITY LF 45.0000 4,950.00 0.000 0 POLYETHYLENE PIPE CONDUIT 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0 048 DRY SEED (SQFT) SQFT 0.1900 14,877.00 0.000 0 049 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 4.4400 1,332.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 98.1600 15,705.60 0.000 0 051 INCORPORATE MATERIALS SQFT 0.0800 1,048.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 81.0000 71,280.00 -140.470 -11,378.07 1,515.730 122,774 053 HOT MIX ASPHALT (TYPE A) TON 178.0000 635,460.00 1,016.110 180,867.58 1,016.110 180,867 054 TACK COAT TON 2,600.0000 13,000.00 0.000 0 055 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 68.0000 8,840.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 52,700.00 3,437.710 34,377.10 5,737.710 57,377 057 REMOVE BASE AND SURFACING CY 63.0000 47,250.00 375.000 23,625.00 750.000 47,250 058 CONTINUOUSLY REINFORCED CONCRETE CY 715.0000 92,950.00 59.370 42,449.55 59.370 42,449 PAVEMENT 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 68,000.00 8.500 34,000.00 8.500 34,000 (F) 060 BAR REINFORCING STEEL (EPOXY COATED) LB 3.1100 16,772.23 2,696.500 8,386.12 2,696.500 8,386 (F) 061 CONCRETE BACKFILL (PIPE TRENCH) CY 245.0000 10,290.00 19.760 4,841.20 29.760 7,291 (F) 062 12" PLASTIC PIPE LF 72.0000 12,960.00 110.600 7,963.20 176.600 12,715 063 15" PLASTIC PIPE LF 72.0000 15,120.00 20.000 1,440 064 18" PLASTIC PIPE LF 75.0000 12,000.00 38.000 2,850.00 173.000 12,975 065 36" CORRUGATED STEEL PIPE (.109" THICK) LF 429.0000 13,299.00 0.000 0 066 28" X 20" CORRUGATED STEEL PIPE ARCH LF 128.0000 10,240.00 73.000 9,344 (.138" THICK) 067 PERMEABLE MATERIAL CY 1,100.0000 5,500.00 4.000 4,400 (F) 068 DRAINAGE INLET MARKER EA 1,250.0000 1,250.00 0.000 0 069 REMOVE INLET EA 459.0000 918.00 0.000 0 070 REMOVE FLARED END SECTION (EA) EA 684.0000 684.00 0.000 0 071 ROCK SLOPE PROTECTION CY 261.0000 2,871.00 114.100 29,780.10 114.100 29,780 (60 LB, CLASS II, METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 576.00 251.000 3,012.00 251.000 3,012 073 DETECTABLE WARNING SURFACE SQFT 48.0000 11,520.00 36.000 1,728.00 36.000 1,728 074 MINOR CONCRETE (CURB AND GUTTER) CY 853.0000 179,130.00 76.570 65,314.21 118.170 100,799 075 MINOR CONCRETE (ISLAND PAVING) CY 933.0000 214,590.00 0.000 0 076 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 11,400.00 400.000 8,000 PROGRAM CAS145 PAGE 4 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 13,500.00 0.000 0 078 MISCELLANEOUS IRON AND STEEL LB 4.7500 19,161.50 472.000 2,242.00 472.000 2,242 (F) 079 OBLITERATE SURFACING SQYD 10.5600 28,406.40 0.000 0 080 REMOVE WOOD FENCE LF 36.0000 4,680.00 140.000 5,040 081 REMOVE ROADSIDE SIGN EA 113.0000 1,469.00 0.000 0 082 REMOVE ROADSIDE SIGN PANEL EA 56.0000 392.00 0.000 0 083 RESET ROADSIDE SIGN EA 154.0000 308.00 0.000 0 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9700 1,316.40 0.000 0 (0.063"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.8800 2,206.40 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5200 599.04 0.000 0 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9000 135.20 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3000 374.90 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9200 3,553.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 090 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2700 2,220.40 0.000 0 091 ROADSIDE SIGN - ONE POST EA 200.0000 7,800.00 0.000 0 092 ROADSIDE SIGN - TWO POST EA 694.0000 4,858.00 0.000 0 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 87.0000 1,392.00 0.000 0 METHOD) 094 SALVAGE GUARDRAIL LF 25.0000 5,000.00 200.000 5,000 095 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 2.3000 1,357.00 0.000 0 096 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 1.0000 600.00 0.000 0 (BROKEN 8-4) 097 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 8.5000 48,195.00 0.000 0 (RECESSED) 098 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.0000 1,750.00 0.000 0 (RECESSED, BROKEN 12-3) 099 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 7.0000 1,260.00 0.000 0 (RECESSED, BROKEN 17-7) 100 8" METHYL METHACRYLATE TRAFFIC STRIPE LF 10.5000 7,350.00 0.000 0 (RECESSED) 101 12" METHYL METHACRYLATE TRAFFIC STRIPE LF 12.5000 1,500.00 0.000 0 (RECESSED, BROKEN 3-3) PROGRAM CAS145 PAGE 5 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 METHYL METHACRYLATE PAVEMENT MARKING SQFT 15.0000 6,300.00 0.000 0 103 METHYL METHACRYLATE PAVEMENT MARKING SQFT 30.0000 12,300.00 0.000 0 (RECESSED) 104 REMOVE TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 13,700.00 0.000 0 105 REMOVE TEMPORARY PAVEMENT MARKING SQFT 3.0000 2,550.00 0.000 0 106 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,380.00 2,742.000 2,742.00 7,166.000 7,166 107 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,170.00 52.000 156.00 136.000 408 108 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 109 FLASHING BEACON SYSTEM LS 25,000.0000 25,000.00 0.000 0 110 TEMPORARY LIGHTING SYSTEM LS 95,000.0000 95,000.00 0.600 57,000 111 MODIFYING EXISTING ELECTRICAL SYSTEM LS 651,111.0000 651,111.00 0.135 87,899.99 0.135 87,899 PROGRAM CAS145 PAGE 6 DATE 07/26/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 11:59 AM ESTIMATE NO. 003 BID OPENING 11/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 07/26/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 903,499.17 1,663,526.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 903,499.17 1,663,526.42 112 MOBILIZATION LS 412,019.5800 412,019.58 0.200 82,403.92 0.950 391,418 ORIGINAL CONTRACT AMOUNT 4,124,535.85 TOTAL WORK COMPLETED 985,903.09 2,054,945.02 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 981,903.09 2,050,945.02 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 12/20/18 90 03/26/19 03/26/19 09/25/19 39 42 0 0 46% 43% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/19