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 04/21/20 EST. NO. 028 TIME 08:30 AM R.E. NAME: AMARJIT DHALIWAL 06-442544 --------------------------------------------------------------------------- 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 0075 127.70 E.W. @ F.A.(+) 121019 N 0232.0 0095 180.01 121619 N 0264.0 0096 180.01 121719 N 0266.0 0097 180.01 121819 N 0268.0 0117 1,146.56 091219 N 0291.0 0118 974.05 091319 N 0292.0 0119 1,169.58 031920 N 0306.0 0120 180.02 032020 N 0307.0 0122 1,172.77 031820 N 0313.0 0123 549.23 032720 N 0314.0 0126 2,761.07 042619 N 0316.1 0127 2,392.50 121919 N 0317.0 002 0012 4,550.00 E.W. @ F.A.(+) 120419 N 0318.0 003 0007 2,400.00 E.W. @ F.A.(+) 113018 N 0320.0 0008 2,960.50 110818 N 0321.0 0009 3,000.00 113019 N 0322.0 0010 300.00 122119 N 0323.0 0011 3,294.67 071919 N 0324.0 012 0004 167.97 E.W. @ F.A.(+) 081519 N 0281.0 013 0033 1,293.07 E.W. @ F.A.(+) 083119 N 0295.0 0034 1,251.36 093019 N 0296.0 0035 1,293.07 103119 N 0297.0 0036 1,251.36 113019 N 0298.0 0037 1,293.07 123119 N 0299.0 0038 1,293.07 013120 N 0300.0 0039 1,209.65 022920 N 0301.0 0040 1,293.07 032620 N 0302.0 0041 3,184.23 032520 N 0309.0 0042 2,567.75 032620 N 0310.0 0044 1,293.07 073119 N 0294.0 016 0006 4,861.53 A.C. @ U.P.(+) 022920 N 0006 0 023 0003 818.43 E.W. @ F.A.(+) 073019 N 0305.0 50,589.38 TOTAL THIS ESTIMATE 924,871.11 TOTAL PREVIOUS ESTIMATE 975,460.49 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 04/21/20 EST. NO. 028 TIME 08:30 AM R.E. NAME: AMARJIT DHALIWAL 06-442544 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCUMENTS -262,362.85 019 REL MISS DOCUMENTS 262,362.85 021 MISSING DOCS -153,726.38 022 SUBLOT 3A & 4A -8,825.00 023 SWPPP NON-COMPLIANCE -298,047.80 023 LOT3 SL11A + 12C -1,933.47 025 REL MISSING DOCS 153,726.38 025 REL SWPPP NON-COMP 298,047.80 025 SWPPP NON-COMPLIANCE -29,067.00 025 REL SWPPP NON-COMP 29,067.00 026 0.00 -10,758.47 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -3,000.00 003 MISSING PAYROLL -10,000.00 007 MISSING PAYROLL -10,000.00 008 REC'D PAYROLL EST.03 3,000.00 008 MISSING PAYROLL -10,000.00 009 REC'D PAYROLL EST.07 10,000.00 010 REC'D PAYROLL EST.08 10,000.00 010 REC'D PAYROLL EST.09 10,000.00 010 MISSING PAYROLL -10,000.00 012 MISSING PAYROLL -10,000.00 013 MISSING PAYROLL -10,000.00 014 MISSING PAYROLL -10,000.00 015 MISSING PAYROLL -10,000.00 016 MISSING PAYROLL -10,000.00 017 MISSING PAYROLL -10,000.00 019 MISSING PAYROLL -10,000.00 020 MISSING PAYROLL -10,000.00 021 MISSING PAYROLL -10,000.00 022 MISSING PAYROLL -10,000.00 023 MISSING PAYROLL -10,000.00 025 MISSING PAYROLL -10,000.00 026 REC'D PAYROLL EST.16 10,000.00 026 REC'D PAYROLL EST.12 10,000.00 026 REC'D PAYROLL EST.22 10,000.00 026 REC'D PAYROLL EST.13 10,000.00 026 REC'D PAYROLL EST.25 10,000.00 026 REC'D PAYROLL EST.15 10,000.00 026 MISSING PAYROLL -10,000.00 027 REC'D PAYROLL EST.14 10,000.00 027 REC'D PAYROLL EST.17 10,000.00 027 REC'D PAYROLL EST.20 10,000.00 027 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -60,758.47 PROGRAM CAS145 PAGE 1 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 LOCATION PROGRESS ESTIMATE 06-KER-46-30.5/33.5 ----------------- SECURITY PAVING COMPANY, INC. ON STATE ROUTE 46, FROM THE 13170 TELFAIR AVENUE INTERSECTION OF LOST HILLS ROAD TO SYLMAR CA 91342 0.9 MILES EAST OF THE INTERSTATE 5 INTERCHANGE FED. AID NO. PLUL-6206(21)E 2-LN CONVENTIONAL HIGHWAY TO 4-LN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,400.0000 5,400.00 0.500 2,700 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 970,000.00 10.000 20,000.00 467.000 934,000 004 CONSTRUCTION AREA SIGNS LS 33,400.0000 33,400.00 0.010 334.00 0.620 20,708 005 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.020 3,500.00 0.960 168,000 006 TYPE III BARRICADE EA 60.0000 1,140.00 18.000 1,080 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.6000 5,194.00 454.000 4,812 008 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 26,520.00 623.000 24,297 009 TEMPORARY PAVEMENT MARKER EA 10.6000 5,512.00 473.000 5,013 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.020 600.00 0.960 28,800 011 TEMPORARY RAILING (TYPE K) LF 17.0000 25,160.00 1,480.000 25,160 012 TEMPORARY CRASH CUSHION MODULE EA 170.0000 11,900.00 70.000 11,900 013 JOB SITE MANAGEMENT LS 42,000.0000 42,000.00 0.020 840.00 1.000 42,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,200.0000 2,200.00 0.750 1,650 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,060.0000 2,120.00 2.000 2,120 (TEMPORARY EROSION CONTROL) 017 TEMPORARY SOIL BINDER SQYD 0.1800 25,200.00 45,072.000 8,112 018 TEMPORARY DRAINAGE INLET PROTECTION EA 520.0000 1,560.00 5.000 2,600 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 6.000 21,000 020 STREET SWEEPING LS 230,000.0000 230,000.00 0.020 4,600.00 0.960 220,800 021 TEMPORARY CONCRETE WASHOUT LS 31,000.0000 31,000.00 0.040 1,240.00 0.960 29,760 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1500 3,633.50 0.000 0 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.5500 18,755.00 26,876.000 14,781 024 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 4,700.00 963.000 4,815 025 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 0.950 76,000 026 DUST PALLIATIVE LS 80,000.0000 80,000.00 0.590 47,200 027 ROADWAY EXCAVATION CY 13.2000 2,283,600.00 173,000.000 2,283,600 028 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 100,050.00 575.000 100,050 (F) 029 STRUCTURE EXCAVATION (RETAINING WALL) CY 18.0000 9,180.00 301.000 5,418 030 STRUCTURE BACKFILL (BRIDGE) CY 170.0000 52,870.00 306.000 52,020 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 78.0000 45,240.00 431.000 33,618 032 IMPORTED BORROW (CY) CY 17.0000 358,700.00 3,100.000 52,700.00 21,100.000 358,700 033 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 20.0000 5,800.00 290.000 5,800 CLASS B2 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,060.0000 2,120.00 0.000 0 035 HYDROMULCH SQFT 0.0300 66,600.00 0.000 0 036 HYDROSEED SQFT 0.0500 111,000.00 0.000 0 037 CLASS 2 AGGREGATE SUBBASE CY 55.0000 321,750.00 5,850.000 321,750 038 CLASS 2 AGGREGATE BASE (CY) CY 52.5000 2,514,750.00 50,019.150 2,626,005 039 HOT MIX ASPHALT (TYPE A) TON 88.2500 4,236,000.00 46,502.900 4,103,880 040 HOT MIX ASPHALT (BRIDGE) TON 400.0000 3,600.00 0.000 0 041 DATA CORE LS 10,000.0000 10,000.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 2,275.00 950.000 2,375.00 950.000 2,375 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 800.00 858.000 2,145.00 858.000 2,145 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 24,350.00 9,953.000 24,882.50 9,953.000 24,882 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,325.00 139.000 347.50 139.000 347 046 PLACE HOT MIX ASPHALT SQYD 24.0000 18,720.00 80.800 1,939.20 529.300 12,703 (MISCELLANEOUS AREA) 047 TACK COAT TON 755.0000 43,035.00 37.320 28,176 048 CONTINUOUSLY REINFORCED CONCRETE CY 272.0000 2,026,400.00 7,450.000 2,026,400 PAVEMENT 049 FURNISH PILING (CLASS 200) LF 92.2000 220,450.20 2,391.000 220,450 (ALTERNATIVE W) PROGRAM CAS145 PAGE 3 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRIVE PILE (CLASS 200) EA 1,855.0000 89,040.00 48.000 89,040 (ALTERNATIVE W) 051 FURNISH 16" CAST-IN-STEEL SHELL LF 92.2000 148,995.20 1,616.000 148,995 CONCRETE PILING 052 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,240.0000 186,560.00 44.000 186,560 PILE 053 FURNISH 24" CAST-IN-STEEL SHELL LF 145.2000 290,980.80 2,004.000 290,980 CONCRETE PILING 054 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,770.0000 171,720.00 36.000 171,720 PILE 055 48" CAST-IN-DRILLED-HOLE CONCRETE LF 580.0000 75,400.00 108.000 62,640 PILE (SIGN FOUNDATION) 056 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 610.0000 52,460.00 86.000 52,460 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 690.0000 365,700.00 522.000 360,180 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 735.0000 967,995.00 1,259.000 925,365 (F) (POLYMER FIBER) 059 STRUCTURAL CONCRETE, RETAINING WALL CY 687.0000 160,071.00 63.500 43,624.50 233.000 160,071 (F) 060 STRUCTURAL CONCRETE, BOX CULVERT CY 1,140.0000 387,600.00 175.000 199,500 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,650.0000 198,000.00 10.000 16,500.00 120.000 198,000 062 DRILL AND BOND DOWEL LF 37.0000 17,501.00 473.000 17,501 063 PRESSURE GROUT ANCHOR ROD LF 85.6000 10,100.80 118.000 10,100 064 CLEAN EXPANSION JOINT LF 37.0000 5,254.00 177.000 6,549.00 177.000 6,549 065 JOINT SEAL (MR 1/2") LF 61.0000 3,416.00 202.000 12,322.00 202.000 12,322 066 JOINT SEAL (MR 1 1/2") LF 104.0000 11,752.00 202.000 21,008.00 202.000 21,008 067 BAR REINFORCING STEEL LB 0.6000 46,653.60 77,756.000 46,653 (F) 068 BAR REINFORCING STEEL (BRIDGE) LB 0.9100 513,970.73 564,803.000 513,970 (F) 069 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 24,670.00 3,716.000 3,716.00 24,670.000 24,670 (F) 070 HEADED BAR REINFORCEMENT EA 6.0000 2,928.00 488.000 2,928 (F) 071 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.1500 938,451.35 436,489.000 938,451 (F) 072 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4300 187,690.27 436,489.000 187,690 (F) 073 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.1000 225,420.00 44,200.000 225,420 (F) 074 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.7200 31,824.00 22,100.000 15,912.00 44,200.000 31,824 (F) 075 REMOVE SIGN STRUCTURE (EA) EA 1,600.0000 4,800.00 0.000 0 076 CLEAN AND PAINT STRUCTURAL STEEL LS 311,000.0000 311,000.00 0.900 279,900 PROGRAM CAS145 PAGE 4 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CORE 1-1/4" AND PRESSURE GROUT THREADED LF 86.0000 6,192.00 14.630 1,258 ROD 078 BRIDGE REMOVAL LS 120.0000 120.00 1.000 120 079 BRIDGE REMOVAL (PORTION) LS 41,800.0000 41,800.00 0.900 37,620 080 18" ALTERNATIVE PIPE CULVERT LF 76.0000 53,200.00 30.000 2,280.00 700.000 53,200 081 24" ALTERNATIVE PIPE CULVERT LF 94.0000 233,120.00 90.000 8,460.00 2,490.000 234,060 082 36" ALTERNATIVE PIPE CULVERT LF 149.0000 149,000.00 1,000.000 149,000 083 CONCRETE BACKFILL (PIPE TRENCH) CY 163.0000 7,172.00 44.000 7,172 084 30" REINFORCED CONCRETE PIPE LF 253.0000 1,771.00 0.000 0 085 18" ALTERNATIVE FLARED END SECTION EA 280.0000 1,120.00 1.000 280.00 4.000 1,120 086 24" ALTERNATIVE FLARED END SECTION EA 401.0000 8,020.00 2.000 802.00 20.000 8,020 087 36" ALTERNATIVE FLARED END SECTION EA 1,060.0000 1,060.00 1.000 1,060 088 48" PRECAST CONCRETE PIPE MANHOLE LF 240.0000 6,000.00 0.000 0 089 REMOVE DRAINAGE FACILITY (EA) EA 2,850.0000 17,100.00 6.000 17,100 090 REMOVE CULVERT (LF) LF 46.0000 1,104.00 24.000 1,104.00 24.000 1,104 091 REMOVE INLET EA 1,900.0000 1,900.00 1.000 1,900.00 1.000 1,900 092 REMOVE FLARED END SECTION (EA) EA 530.0000 2,120.00 4.000 2,120 093 ADJUST UTILITY COVER TO GRADE EA 1,600.0000 14,400.00 9.000 14,400 094 ADJUST SEWER MANHOLE EA 1,600.0000 6,400.00 2.000 3,200 095 CAP MANHOLE EA 2,100.0000 2,100.00 1.000 2,100 096 ROCK SLOPE PROTECTION CY 235.0000 178,600.00 60.000 14,100.00 760.000 178,600 (F) (FACING, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 22,400.00 100.000 1,400.00 1,600.000 22,400 098 DETECTABLE WARNING SURFACE SQFT 33.0000 7,260.00 8.000 264.00 204.000 6,732 099 MINOR CONCRETE (MISCELLANEOUS CY 423.0000 473,760.00 257.150 108,774.45 1,067.350 451,489 CONSTRUCTION) 100 MINOR CONCRETE (STAMPED CONCRETE) SQFT 7.2000 81,360.00 5,026.250 36,189.00 10,230.090 73,656 101 REMOVE CONCRETE CURB (LF) LF 5.6000 1,624.00 289.000 1,618 102 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 3.7000 6,549.00 374.000 1,383.80 1,768.000 6,541 103 REMOVE CONCRETE (CURB AND GUTTER) LF 4.5000 9,855.00 436.000 1,962.00 2,187.000 9,841 PROGRAM CAS145 PAGE 5 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 2.0000 20,338.00 9,800.000 19,600 (F) 105 MANHOLE FRAME AND COVER EA 740.0000 2,220.00 3.000 2,220 106 FENCE (TYPE BW, METAL POST) LF 24.0000 26,400.00 0.000 0 107 CHAIN LINK FENCE (TYPE CL-6) LF 25.4000 50,292.00 1,979.000 50,266 108 16' CHAIN LINK GATE (TYPE CL-6) EA 3,500.0000 3,500.00 1.000 3,500 109 REMOVE FENCE LF 9.1000 9,919.00 1,740.470 15,838 110 REMOVE PAVEMENT MARKER EA 1.1000 121.00 110.000 121 111 DELINEATOR (CLASS 1) EA 53.0000 10,600.00 0.000 0 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 7,225.00 48.000 204 113 OBJECT MARKER (TYPE K) EA 74.2000 667.80 0.000 0 114 REMOVE ROADSIDE SIGN EA 74.2000 4,155.20 40.000 2,968 115 RELOCATE ROADSIDE SIGN EA 297.0000 2,079.00 0.000 0 116 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 10,850.00 341.680 10,592 FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,900.00 300.000 3,900.00 300.000 3,900 (0.063"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2000 3,608.00 336.000 2,755.20 336.000 2,755 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,320.00 88.000 1,320.00 88.000 1,320 (0.080"-UNFRAMED) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,400.00 336.000 3,360.00 336.000 3,360 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 2,145.00 109.000 2,125.50 109.000 2,125 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 122 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.1000 8,262.00 1,300.000 6,630.00 1,300.000 6,630 123 ROADSIDE SIGN - ONE POST EA 425.0000 37,825.00 89.000 37,825.00 89.000 37,825 124 ROADSIDE SIGN - TWO POST EA 635.0000 1,905.00 3.000 1,905.00 3.000 1,905 125 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 133.0000 1,729.00 13.000 1,729.00 13.000 1,729 METHOD) 126 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.6500 25,294.50 350.000 12,127.50 725.000 25,121 127 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 70.0000 5,250.00 0.000 0 128 CABLE RAILING LF 69.0000 4,347.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 TRANSITION RAILING (TYPE WB-31) EA 4,525.0000 18,100.00 2.000 9,050.00 4.000 18,100 130 END ANCHOR ASSEMBLY (TYPE SFT) EA 770.0000 3,850.00 3.000 2,310.00 5.000 3,850 131 SOFTSTOP TERMINAL SYSTEMS EA 3,765.0000 11,295.00 1.000 3,765.00 3.000 11,295 132 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,775.0000 13,875.00 5.000 13,875.00 5.000 13,875 133 ALTERNATIVE CRASH CUSHION SYSTEM(TYPE A) EA 4,060.0000 12,180.00 0.000 0 134 ALTERNATIVE CRASH CUSHION SYSTEM(TYPE B) EA 45,400.0000 90,800.00 0.000 0 135 CONCRETE BARRIER (TYPE 60) LF 90.0000 58,500.00 562.000 50,580 136 CONCRETE BARRIER (TYPE 60R) LF 345.0000 34,155.00 99.000 34,155 137 CONCRETE BARRIER (TYPE 736) LF 77.0000 48,587.00 631.000 48,587 (F) 138 CONCRETE BARRIER (TYPE 736A) LF 77.0000 6,468.00 84.000 6,468 (F) 139 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 77.0000 29,260.00 380.000 29,260 (F) 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 REMOVE GUARDRAIL LF 8.8000 16,632.00 950.400 8,363.52 1,890.000 16,632 142 SALVAGE METAL BRIDGE RAILING LF 10.0000 7,550.00 755.000 7,550 143 SALVAGE GUARDRAIL LF 9.5500 1,432.50 806.000 7,697 144 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 75.0000 7,500.00 0.000 0 145 REMOVE CONCRETE BARRIER LF 33.0000 3,300.00 55.000 1,815 146 SALVAGE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0 147 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 51,948.00 4,920.000 3,640 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 14,190.00 337.000 370 149 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 20,054.00 419.000 1,550 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 357.50 0.000 0 (BROKEN 6-1) 151 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 91.00 0.000 0 (BROKEN 12-3) 152 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 9,685.00 0.000 0 (BROKEN 36-12) 153 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 461.50 231.000 150 (BROKEN 17-7) 154 PAINT TRAFFIC STRIPE (1-COAT) LF 0.7000 21,980.00 27,083.000 18,958 155 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 8,206.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 LIGHTING SYSTEM LS 159,000.0000 159,000.00 0.180 28,620.00 0.838 133,242 157 SIGN ILLUMINATION SYSTEM LS 10,600.0000 10,600.00 0.640 6,784.00 0.720 7,632 158 TRAFFIC MONITORING STATION SYSTEM LS 137,800.0000 137,800.00 0.220 30,316.00 0.556 76,616 159 HIGHWAY ADVISORY RADIO SYSTEM LS 148,400.0000 148,400.00 0.036 5,342.40 0.796 118,126 160 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,272,000.0000 1,272,000.00 0.115 146,280.00 0.836 1,063,392 161 REMOVING EXISTING ELECTRICAL SYSTEM LS 12,700.0000 12,700.00 0.442 5,613 PROGRAM CAS145 PAGE 8 DATE 04/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442544 TIME 08:30 AM ESTIMATE NO. 028 BID OPENING 11/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: AMARJIT DHALIWAL DATE OF THIS ESTIMATE 04/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 742,417.07 22,229,705.26 ADJUSTMENT OF COMPENSATION 4,861.53 139,792.96 EXTRA WORK 45,727.85 835,667.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 793,006.45 23,205,165.75 162 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 24,932,380.45 TOTAL WORK COMPLETED 793,006.45 24,605,165.75 MATERIALS ON HAND ON SITE -75,120.00 0.00 DEDUCTIONS 0.00 -60,758.47 TOTAL 717,886.45 24,544,407.28 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 02/02/18 485 03/29/18 03/29/18 05/14/20 467 45 0 0 92% 96% PROGRESS IS SATISFACTORY AMARJIT DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/20