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 03/22/19 EST. NO. 013 TIME 01:37 PM R.E. NAME: MUHAMMAD RAHMAN 10-1C1804 --------------------------------------------------------------------------- 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 0042 138.97 E.W. @ F.A.(+) 061918 N 0111.0 0043 1,333.11 101518 N 0119.0 0044 2,691.03 110718 N 0120.0 0045 1,357.03 103018 N 0121.0 0046 3,948.89 110418 N 0122.0 0047 1,819.18 110518 N 0123.0 0049 4,191.45 010819 N 0243.0 006 0016 16,979.26 E.W. @ F.A.(+) 060718 N 0095.1 012 0006 2,224.69 E.W. @ F.A.(+) 071618 N 0124.0 0006-1 -2,224.69 071618 N 0124.0 DAO CORRECTING ENTRY 0006-2 2,224.68 071618 N 0124.0 DAO CORRECTING ENTRY 0006-3 -2,224.68 071618 N 0124.0 DAO CORRECTING ENTRY 0006-4 2,123.48 071618 N 0124.0 DAO CORRECTING ENTRY 0007 3,012.29 080818 N 0127.0 0008 7,178.94 082918 N 0240.0 0009 2,980.64 090718 N 0241.0 0011 2,313.51 080818 N 0126.0 018 0001 2,830.34 E.W. @ F.A.(+) 120318 N 0235.0 0002 7,838.91 120418 N 0236.0 0003 4,427.88 112918 N 0231.0 0004 11,036.00 120218 N 0232.0 0005 9,578.43 120318 N 0233.0 0006 493.38 120518 N 0234.0 020 0001 21,546.63 E.W. @ L.S.(+) 031119 N 1234 0 107,819.35 TOTAL THIS ESTIMATE 710,929.75 TOTAL PREVIOUS ESTIMATE 818,749.10 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 03/22/19 EST. NO. 013 TIME 01:37 PM R.E. NAME: MUHAMMAD RAHMAN 10-1C1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LNE CLSRE VIOLATION -9,250.00 008 0.00 -9,250.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 003 RECD PAYROLLS EST 3 2,000.00 004 MISSING PAYROLLS -2,000.00 005 MISSING PAYROLLS -5,000.00 006 MISSING PAYROLLS -5,000.00 007 MISSING PAYROLLS -10,000.00 008 RECD PAYROLLS EST 5 2,000.00 008 MISSING PAYROLLS -5,000.00 009 RECD PAYROLLS EST 6 5,000.00 009 RECD PAYROLLS EST 8 10,000.00 009 MISSING PAYROLLS -10,000.00 010 MISSING PAYROLLS -3,000.00 011 RECD PAYROLLS EST 7 5,000.00 011 RECD PAYROLLS EST 9 5,000.00 011 RECD PAYROLS EST 10 10,000.00 012 RECD PAYROLLS EST 11 3,000.00 012 MISSING PAYROLLS -2,000.00 013 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -11,250.00 PROGRAM CAS145 PAGE 1 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C1804 TIME 01:37 PM ESTIMATE NO. 013 BID OPENING 10/25/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/22/19 LOCATION PROGRESS ESTIMATE 10-MER-99-R35.9/R37.3 ----------------- 10-STA-99-R0.0/R0.2 A TEICHERT&SON INC. IN MERCED AND STANISLAUS COUNTIES DBA TEICHERT CONSTRUCTION. NEAR TURLOCK FROM 0.3 MILE NORTH OF 400SUN RISE AVE, SUITE 300 BRADBURY ROAD OVERCROSSING TO 0.2 ROSEVILLE, CA. 95661 MILE NORTH OF STANISLAUS COUNTY LINE FED. AID NO. ACNH-P099(617)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.040 200.00 0.930 4,650 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 630,000.00 190.000 570,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.880 13,200 005 TRAFFIC CONTROL SYSTEM LS 172,181.9000 172,181.90 0.040 6,887.28 0.930 160,129 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 16,700.00 86,754.000 17,350 007 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 924.00 28.000 924 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 34,000.0000 34,000.00 0.040 1,360.00 0.930 31,620 009 TEMPORARY RAILING (TYPE K) LF 12.0000 321,600.00 23,960.000 287,520 010 TEMPORARY CRASH CUSHION MODULE EA 220.0000 12,320.00 56.000 12,320 011 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.040 1,200.00 0.930 27,900 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 1.000 1,650 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 014 TEMPORARY COVER SQYD 5.8500 5,674.50 0.000 0 015 TEMPORARY CHECK DAM LF 12.5000 1,125.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 5,750.00 11.000 2,530 017 TEMPORARY FIBER ROLL LF 4.0000 12,960.00 0.000 0 018 TEMPORARY GRAVEL BAG BERM LF 19.0000 475.00 0.000 0 019 TEMPORARY SILT FENCE LF 4.3500 6,612.00 0.000 0 020 STREET SWEEPING LS 76,000.0000 76,000.00 0.040 3,040.00 0.930 70,680 021 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.040 200.00 0.930 4,650 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 6,000.00 1,418.000 567 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C1804 TIME 01:37 PM ESTIMATE NO. 013 BID OPENING 10/25/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.4100 15,662.00 29,191.480 11,968 024 CLEARING AND GRUBBING (LS) LS 8,000.0000 8,000.00 1.000 8,000 025 DUST PALLIATIVE LS 46,000.0000 46,000.00 0.040 1,840.00 0.930 42,780 026 ROADWAY EXCAVATION CY 31.0000 1,106,700.00 36,314.780 1,125,758 027 SHOULDER BACKING TON 35.0000 14,350.00 448.320 15,691 028 CLASS 2 AGGREGATE SUBBASE CY 41.0000 426,400.00 10,400.000 426,400 029 CLASS 2 AGGREGATE BASE (CY) CY 47.0000 248,160.00 5,667.000 266,349 030 REPLACE BASE CY 385.0000 138,600.00 215.000 82,775 031 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000 032 PREPAVING GRINDING DAY EA 2,500.0000 12,500.00 4.000 10,000 033 HOT MIX ASPHALT (TYPE A) TON 60.0000 690,000.00 11,202.680 672,160 034 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 74.0000 388,500.00 4,883.170 361,354 035 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,380.00 690.000 1,380 036 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 260.00 65.000 260 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 4,080.00 2,040.000 4,080 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 252.00 63.000 252 039 PLACE HOT MIX ASPHALT SQYD 76.5000 3,672.00 48.000 3,672 (MISCELLANEOUS AREA) 040 TACK COAT TON 1.0000 21.00 10.630 10 041 REMOVE ASPHALT CONCRETE DIKE LF 1.4000 3,990.00 2,850.000 3,990 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3000 45,080.00 15,278.060 35,139 043 CONTINUOUSLY REINFORCED CONCRETE CY 245.0000 3,871,000.00 15,884.400 3,891,678 PAVEMENT 044 DRILL AND BOND (DOWEL BAR) EA 30.0000 6,900.00 168.000 5,040 045 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 567.0000 260,820.00 450.090 255,201 046 JOINT SEAL (SILICONE) LF 12.0000 152,400.00 3,112.000 37,344 047 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 5.0000 152,000.00 30,400.000 152,000 048 GRIND EXISTING CONCRETE SQYD 4.7500 68,875.00 14,022.670 66,607 PAVEMENT 049 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,700.0000 25,900.00 7.000 25,900 (F) PROGRAM CAS145 PAGE 3 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C1804 TIME 01:37 PM ESTIMATE NO. 013 BID OPENING 10/25/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" ALTERNATIVE PIPE CULVERT LF 110.0000 13,200.00 120.000 13,200 051 24" ALTERNATIVE PIPE CULVERT LF 209.0000 25,080.00 0.000 0 052 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 435.0000 3,480.00 0.000 0 (.079" THICK) 053 INLET DEPRESSION EA 1,100.0000 7,700.00 7.000 7,700 054 REMOVE CULVERT (LF) LF 73.0000 9,490.00 0.000 0 055 REMOVE EDGE DRAIN LF 5.1500 54,590.00 10,600.000 54,590 056 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 057 ROCK SLOPE PROTECTION CY 240.0000 3,120.00 13.000 3,120 (20 LB, CLASS I, METHOD B) (CY) 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 37.0000 1,406.00 38.000 1,406 059 MISCELLANEOUS IRON AND STEEL LB 5.0000 9,205.00 1,841.000 9,205 (F) 060 REMOVE PAVEMENT MARKER EA 1.5000 2,985.00 3,081.000 4,621 061 DELINEATOR (CLASS 1) EA 32.0000 3,520.00 0.000 0 062 GUARD RAILING DELINEATOR EA 21.0000 714.00 0.000 0 063 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 8,018.00 2,302.000 8,747 064 OBJECT MARKER (TYPE L-1) EA 55.0000 605.00 0.000 0 065 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 92,730.00 2,215.610 73,115 066 VEGETATION CONTROL (MINOR CONCRETE) SQYD 46.2000 51,744.00 1,679.360 77,586 067 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 8,200.00 3.000 12,300 068 END ANCHOR ASSEMBLY (TYPE SFT) EA 513.0000 4,617.00 5.000 2,565 069 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,870.0000 28,700.00 6.000 17,220 070 CONCRETE BARRIER TRANSITION LF 1,230.0000 28,290.00 23.000 28,290 (F) 071 REMOVE GUARDRAIL LF 7.2000 22,032.00 2,451.480 17,650 072 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 13,700.00 14,062.000 7,031 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 280.00 555.000 277 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 075 6" TRAFFIC CONTRAST STRIPE BLACK PAINT LF 0.1800 3,168.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C1804 TIME 01:37 PM ESTIMATE NO. 013 BID OPENING 10/25/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 6" TRAFFIC CONTRAST STRIPE BLACK PAINT LF 0.2400 9,192.00 29,308.000 7,033 (BROKEN 18-12) 077 2" TRAFFIC CONTRAST STRIPE BLACK PAINT LF 0.1500 3,165.00 12,304.000 1,845 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 26,169.00 11,287.000 6,885 (ENHANCED WET NIGHT VISIBILITY) 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 3,603.60 4,762.000 3,142 (ENHANCED WET NIGHT VISIBILITY) 080 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 14,250.00 5,876.000 1,469 081 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 260.00 126.000 252 082 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 13,020.00 24,608.000 7,382 083 12" RUMBLE STRIP STA 66.0000 8,580.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 084 12" RUMBLE STRIP STA 66.0000 8,580.00 111.240 7,341 (CONCRETE PAVEMENT) 085 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.040 120.00 0.930 2,790 SYSTEM ELEMENTS DURING CONSTRUCTION 086 MODIFYING EXISTING ELECTRICAL SYSTEM LS 23,000.0000 23,000.00 0.850 19,550 PROGRAM CAS145 PAGE 5 DATE 03/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1C1804 TIME 01:37 PM ESTIMATE NO. 013 BID OPENING 10/25/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/19 R.E. NAME: MUHAMMAD RAHMAN DATE OF THIS ESTIMATE 03/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,847.28 9,123,301.89 ADJUSTMENT OF COMPENSATION 0.00 32,367.85 EXTRA WORK 107,819.35 786,381.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 122,666.63 9,942,050.99 087 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 10,577,888.00 TOTAL WORK COMPLETED 122,666.63 10,942,050.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -11,250.00 TOTAL 120,666.63 10,930,800.99 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 11/30/17 210 03/01/18 00/00/00 04/23/19 190 74 0 0 93% 90% PROGRESS IS SATISFACTORY MUHAMMAD RAHMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/19