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 03/25/20 EST. NO. 009 TIME 03:23 PM 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 --------------------------------------------------------------------------- 001 0052 1,864.14 E.W. @ F.A.(+) 082019 N 052 0 0053 381.52 082119 N 053 0 0054 559.89 082519 N 054 0 0054-1 -559.89 082519 N 054 0 DAO CORRECTING ENTRY 0054-2 559.89 082519 N 054 0 DAO CORRECTING ENTRY 0054-3 -559.89 082519 N 054 0 DAO CORRECTING ENTRY 0055 1,112.64 082619 N 055 0 0056 1,676.41 082719 N 056 0 0057 1,488.69 082819 N 057 0 0058 1,701.48 082919 N 058 0 0059 1,333.51 083019 N 059 0 0060 1,586.28 090419 N 060 0 0061 2,104.10 090519 N 061 0 0061-1 -2,104.10 090519 N 061 0 DAO CORRECTING ENTRY 0061-2 2,104.10 090519 N 061 0 DAO CORRECTING ENTRY 0061-3 -2,104.10 090519 N 061 0 DAO CORRECTING ENTRY 0061-4 1,945.08 090519 N 061 0 DAO CORRECTING ENTRY 0062 1,945.08 090619 N 062 0 0063 444.14 091019 N 063 0 0064 381.52 091119 N 0064 0 0065 309.99 091219 N 065 0 0066 286.14 091619 N 066 0 0074 1,204.78 110719 N 074 0 0075 1,413.87 012720 N 075 0 0076 1,651.85 012820 N 076 0 0077 1,717.66 012920 N 077 0 0078 1,301.75 013020 N 078 0 0079 952.76 022520 N 079 0 0080 2,046.87 022620 N 080 0 0081 1,994.24 022720 N 081 0 0082 6,213.49 101819 N 0082 0 0083 3,064.07 102219 N 083 0 0084 4,073.35 110619 N 084 0 004 0006 183.69 E.W. @ F.A.(+) 050919 N 006 0 0006-1 -183.69 050919 N 006 0 DAO CORRECTING ENTRY 0006-2 166.99 050919 N 006 0 DAO CORRECTING ENTRY 0007 333.62 051019 N 007 0 0007-1 -333.62 051019 N 007 0 DAO CORRECTING ENTRY 0007-2 303.29 051019 N 007 0 DAO CORRECTING ENTRY 0009 349.58 051419 N 009 0 0009-1 -349.58 051419 N 009 0 DAO CORRECTING ENTRY 0009-2 317.80 051419 N 009 0 DAO CORRECTING ENTRY 0010 470.03 051519 N 010 0 0010-1 -470.03 051519 N 010 0 DAO CORRECTING ENTRY 0010-2 427.30 051519 N 010 0 DAO CORRECTING ENTRY 0011 329.23 051619 N 011 0 0011-1 -329.23 051619 N 011 0 DAO CORRECTING ENTRY 0011-2 299.30 051619 N 011 0 DAO CORRECTING ENTRY 0012 164.61 051719 N 012 0 0012-1 -164.61 051719 N 012 0 DAO CORRECTING ENTRY 0012-2 149.65 051719 N 012 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/25/20 EST. NO. 009 TIME 03:23 PM 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 --------------------------------------------------------------------------- 0013 329.23 052019 N 013 0 0013-1 -329.23 052019 N 013 0 DAO CORRECTING ENTRY 0013-2 299.30 052019 N 013 0 DAO CORRECTING ENTRY 0015 405.08 053119 N 015 0 0015-1 -405.08 053119 N 015 0 DAO CORRECTING ENTRY 0015-2 368.26 053119 N 015 0 DAO CORRECTING ENTRY 0016 448.42 060319 N 016 0 0016-1 -448.42 060319 N 016 0 DAO CORRECTING ENTRY 0016-2 407.66 060319 N 016 0 DAO CORRECTING ENTRY 0017 352.84 060419 N 017 0 0017-1 -352.84 060419 N 017 0 DAO CORRECTING ENTRY 0017-2 320.77 060419 N 017 0 DAO CORRECTING ENTRY 0018 445.33 060519 N 018 0 0018-1 -445.33 060519 N 018 0 DAO CORRECTING ENTRY 0018-2 404.84 060519 N 018 0 DAO CORRECTING ENTRY 0020 83.94 060619 N 020 0 0020-1 -83.94 060619 N 020 0 DAO CORRECTING ENTRY 0020-2 76.31 060619 N 020 0 DAO CORRECTING ENTRY 0021 792.42 062419 N 021 0 0021-1 -792.42 062419 N 021 0 DAO CORRECTING ENTRY 0021-2 720.38 062419 N 021 0 DAO CORRECTING ENTRY 0022 960.34 062819 N 022 0 0022-1 -960.34 062819 N 022 0 DAO CORRECTING ENTRY 0022-2 873.04 062819 N 022 0 DAO CORRECTING ENTRY 0024 465.02 070119 N 24 0 0024-1 -465.02 070119 N 24 0 DAO CORRECTING ENTRY 0024-2 422.75 070119 N 24 0 DAO CORRECTING ENTRY 0025 257.20 070219 N 025 0 0025-1 -257.20 070219 N 025 0 DAO CORRECTING ENTRY 0025-2 233.82 070219 N 025 0 DAO CORRECTING ENTRY 0026 771.02 070319 N 026 0 0026-1 -771.02 070319 N 026 0 DAO CORRECTING ENTRY 0026-2 700.93 070319 N 026 0 DAO CORRECTING ENTRY 0027 359.46 070919 N 027 0 0027-1 -359.46 070919 N 027 0 DAO CORRECTING ENTRY 0027-2 326.78 070919 N 027 0 DAO CORRECTING ENTRY 0028 108.46 072319 N 028 0 0028-1 -108.46 072319 N 028 0 DAO CORRECTING ENTRY 0028-2 98.60 072319 N 028 0 DAO CORRECTING ENTRY 0029 216.93 072519 N 029 0 0029-1 -216.93 072519 N 029 0 DAO CORRECTING ENTRY 0029-2 197.21 072519 N 029 0 DAO CORRECTING ENTRY 0030 275.28 072619 N 030 0 0030-1 -275.28 072619 N 030 0 DAO CORRECTING ENTRY 0030-2 250.26 072619 N 030 0 DAO CORRECTING ENTRY 0031 311.32 080219 N 031 0 0031-1 -311.32 080219 N 031 0 DAO CORRECTING ENTRY 0031-2 283.02 080219 N 031 0 DAO CORRECTING ENTRY 0032 178.42 080619 N 032 0 0032-1 -178.42 080619 N 032 0 DAO CORRECTING ENTRY 0032-2 162.20 080619 N 032 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 03/25/20 EST. NO. 009 TIME 03:23 PM 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 --------------------------------------------------------------------------- 0033 325.73 080919 N 033 0 0033-1 -325.73 080919 N 033 0 DAO CORRECTING ENTRY 0033-2 296.12 080919 N 033 0 DAO CORRECTING ENTRY 0034 68.93 081319 N 034 0 0034-1 -68.93 081319 N 034 0 DAO CORRECTING ENTRY 0034-2 62.66 081319 N 034 0 DAO CORRECTING ENTRY 0035 181.59 081619 N 035 0 0035-1 -181.59 081619 N 035 0 DAO CORRECTING ENTRY 0035-2 165.08 081619 N 035 0 DAO CORRECTING ENTRY 0036 112.73 081919 N 036 0 0036-1 -112.73 081919 N 036 0 DAO CORRECTING ENTRY 0036-2 102.48 081919 N 036 0 DAO CORRECTING ENTRY 0037 914.49 082319 N 037 0 0037-1 -914.49 082319 N 037 0 DAO CORRECTING ENTRY 0037-2 831.36 082319 N 037 0 DAO CORRECTING ENTRY 0038 819.89 082819 N 038 0 0038-1 -819.89 082819 N 038 0 DAO CORRECTING ENTRY 0038-2 745.36 082819 N 038 0 DAO CORRECTING ENTRY 0039 334.91 082919 N 039 0 0040 813.95 090419 N 040 0 0041 1,253.12 090519 N 041 0 0042 539.61 091019 N 042 0 0043 221.86 091719 N 043 0 0043-1 -221.86 091719 N 043 0 DAO CORRECTING ENTRY 0043-2 201.69 091719 N 043 0 DAO CORRECTING ENTRY 0044 302.26 091719 N 044 0 0045 840.87 100719 N 045 0 0045-1 -840.87 100719 N 045 0 DAO CORRECTING ENTRY 0045-2 764.43 100719 N 045 0 DAO CORRECTING ENTRY 0046 765.01 100719 N 046 0 0046-1 -765.01 100719 N 046 0 DAO CORRECTING ENTRY 0046-2 695.47 100719 N 046 0 DAO CORRECTING ENTRY 57,010.27 TOTAL THIS ESTIMATE 28,886.80 TOTAL PREVIOUS ESTIMATE 85,897.07 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 03/25/20 EST. NO. 009 TIME 03:23 PM 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 PER LTR DATED 8/19 -10,000.00 004 PER LTR DATED 9/19 -10,000.00 005 PER LTR DATED 10/19 -1,000.00 006 RELEASE 10/19 DEDUCT 1,000.00 007 PER LTTR DATED 12/19 -10,000.00 008 0.00 -34,000.00 TOTAL DEDUCTIONS 0.00 -34,000.00 PROGRAM CAS145 PAGE 1 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 LOCATION 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 0.156 2,847.00 1.000 18,250 003 CONSTRUCTION AREA SIGNS LS 7,035.0000 7,035.00 0.101 710.54 1.000 7,035 004 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.156 54,600.00 1.000 350,000 005 TYPE III BARRICADE EA 200.0000 2,600.00 0.000 0 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 2,550.00 376.000 1,128 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 8,220.00 11,183.500 6,710 008 PLASTIC TRAFFIC DRUMS EA 86.0000 7,740.00 73.000 6,278 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,884.0000 13,884.00 0.156 2,165.90 1.000 13,884 010 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 1,512.500 55,962 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 21,000.00 4.000 14,000 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.156 11,700.00 1.000 75,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,200.0000 3,200.00 0.400 1,280.00 0.900 2,880 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 3.000 1,500 016 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 1.000 2,000 018 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 3,120.00 100.000 1,300 022 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 5,850.00 15.000 4,875 PROGRAM CAS145 PAGE 2 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.156 15,600.00 1.000 100,000 028 TEMPORARY CONCRETE WASHOUT LS 4,800.0000 4,800.00 1.000 4,800 029 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 1,989.000 15,912 031 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 032 ROADWAY EXCAVATION CY 39.0000 15,210.00 0.000 0 033 IMPORTED BORROW (CY) CY 150.0000 259,500.00 1,480.000 222,000 034 SUBGRADE ENHANCEMENT GEOGRID SQYD 9.5000 10,165.00 600.000 5,700 035 UNMORTARED ROCK BLANKET SQFT 9.5000 28,215.00 2,452.270 23,296 036 PACKET FERTILIZER EA 0.4000 132.00 330.000 132 037 PLANT (GROUP I) EA 30.0000 5,100.00 170.000 5,100 038 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 1.000 14,000 039 WOOD MULCH CY 118.0000 30,680.00 189.440 22,353 040 REMOVE WOODEN VEHICLE BARRIER EA 75.0000 8,250.00 110.000 8,250 041 LOG EA 200.0000 1,600.00 8.000 1,600 042 WOODEN VEHICLE BARRIER EA 75.0000 18,000.00 240.000 18,000 043 WOODEN VEHICLE BARRIER (REMOVABLE) EA 100.0000 600.00 9.000 900.00 9.000 900 044 BOULDER (TYPE A) EA 800.0000 9,600.00 12.000 9,600 045 BOULDER (TYPE B) EA 800.0000 11,200.00 14.000 11,200 046 8" CORRUGATED HIGH DENSITY LF 45.0000 4,950.00 110.000 4,950 POLYETHYLENE PIPE CONDUIT 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 2.000 1,000.00 3.000 1,500 048 DRY SEED (SQFT) SQFT 0.1900 14,877.00 -203.720 -38.71 63,734.760 12,109 049 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 4.4400 1,332.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 98.1600 15,705.60 167.570 16,448 051 INCORPORATE MATERIALS SQFT 0.0800 1,048.00 13,709.900 1,096 052 CLASS 2 AGGREGATE BASE (CY) CY 81.0000 71,280.00 203.720 16,501.32 1,977.120 160,146 053 HOT MIX ASPHALT (TYPE A) TON 178.0000 635,460.00 3,476.180 618,760 054 TACK COAT TON 2,600.0000 13,000.00 1.000 2,600 055 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 68.0000 8,840.00 130.000 8,840 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 52,700.00 12,434.560 124,345 057 REMOVE BASE AND SURFACING CY 63.0000 47,250.00 750.000 47,250 058 CONTINUOUSLY REINFORCED CONCRETE CY 715.0000 92,950.00 118.740 84,899 PAVEMENT 059 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 68,000.00 17.000 68,000 (F) 060 BAR REINFORCING STEEL (EPOXY COATED) LB 3.1100 16,772.23 5,393.000 16,772 (F) 061 CONCRETE BACKFILL (PIPE TRENCH) CY 245.0000 10,290.00 42.000 10,290 (F) 062 12" PLASTIC PIPE LF 72.0000 12,960.00 218.400 15,724 063 15" PLASTIC PIPE LF 72.0000 15,120.00 20.000 1,440 064 18" PLASTIC PIPE LF 75.0000 12,000.00 286.300 21,472 065 36" CORRUGATED STEEL PIPE (.109" THICK) LF 429.0000 13,299.00 30.800 13,213 066 28" X 20" CORRUGATED STEEL PIPE ARCH LF 128.0000 10,240.00 78.000 9,984 (.138" THICK) 067 PERMEABLE MATERIAL CY 1,100.0000 5,500.00 5.000 5,500 (F) 068 DRAINAGE INLET MARKER EA 1,250.0000 1,250.00 1.000 1,250 069 REMOVE INLET EA 459.0000 918.00 2.000 918 070 REMOVE FLARED END SECTION (EA) EA 684.0000 684.00 1.000 684 071 ROCK SLOPE PROTECTION CY 261.0000 2,871.00 118.300 30,876 (60 LB, CLASS II, METHOD B) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 12.0000 576.00 251.000 3,012 073 DETECTABLE WARNING SURFACE SQFT 48.0000 11,520.00 240.000 11,520 074 MINOR CONCRETE (CURB AND GUTTER) CY 853.0000 179,130.00 304.510 259,747 075 MINOR CONCRETE (ISLAND PAVING) CY 933.0000 214,590.00 291.100 271,596 076 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 11,400.00 400.000 8,000 PROGRAM CAS145 PAGE 4 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 13,500 078 MISCELLANEOUS IRON AND STEEL LB 4.7500 19,161.50 4,034.000 19,161 (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 13.000 1,469 082 REMOVE ROADSIDE SIGN PANEL EA 56.0000 392.00 7.000 392 083 RESET ROADSIDE SIGN EA 154.0000 308.00 2.000 308 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9700 1,316.40 110.150 1,208 (0.063"-UNFRAMED) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.8800 2,206.40 274.660 2,164 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5200 599.04 52.000 599 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9000 135.20 8.000 135 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3000 374.90 22.750 370 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.9200 3,553.20 209.250 3,540 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 090 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2700 2,220.40 514.660 2,197 091 ROADSIDE SIGN - ONE POST EA 200.0000 7,800.00 39.000 7,800 092 ROADSIDE SIGN - TWO POST EA 694.0000 4,858.00 7.000 4,858 093 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 87.0000 1,392.00 16.000 1,392.00 16.000 1,392 METHOD) 094 SALVAGE GUARDRAIL LF 25.0000 5,000.00 200.000 5,000 095 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 2.3000 1,357.00 716.000 1,646 096 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 1.0000 600.00 792.000 792 (BROKEN 8-4) 097 6" METHYL METHACRYLATE TRAFFIC STRIPE LF 8.5000 48,195.00 6,830.000 58,055 (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 1,260.00 103.000 721 (RECESSED, BROKEN 17-7) 100 8" METHYL METHACRYLATE TRAFFIC STRIPE LF 10.5000 7,350.00 714.000 7,497 (RECESSED) 101 12" METHYL METHACRYLATE TRAFFIC STRIPE LF 12.5000 1,500.00 107.000 1,337 (RECESSED, BROKEN 3-3) PROGRAM CAS145 PAGE 5 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,300.00 418.500 6,277 103 METHYL METHACRYLATE PAVEMENT MARKING SQFT 30.0000 12,300.00 384.000 11,520 (RECESSED) 104 REMOVE TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 13,700.00 3,776.000 3,776 105 REMOVE TEMPORARY PAVEMENT MARKING SQFT 3.0000 2,550.00 0.000 0 106 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,380.00 7,166.000 7,166 107 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,170.00 301.000 903 108 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.100 200.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 109 FLASHING BEACON SYSTEM LS 25,000.0000 25,000.00 0.160 4,000.00 0.950 23,750 110 TEMPORARY LIGHTING SYSTEM LS 95,000.0000 95,000.00 0.100 9,500.00 0.900 85,500 111 MODIFYING EXISTING ELECTRICAL SYSTEM LS 651,111.0000 651,111.00 0.270 175,799.97 0.920 599,022 PROGRAM CAS145 PAGE 6 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4F8404 TIME 03:23 PM ESTIMATE NO. 009 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 03/20/20 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 298,158.02 3,810,128.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 57,010.27 85,897.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 355,168.29 3,896,025.91 112 MOBILIZATION LS 412,019.5800 412,019.58 1.000 412,019 ORIGINAL CONTRACT AMOUNT 4,124,535.85 TOTAL WORK COMPLETED 355,168.29 4,308,045.49 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -34,000.00 TOTAL 355,168.29 4,274,045.49 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 03/25/20 89 157 0 0 96% 99% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/20