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 08/19/21 EST. NO. 016 TIME 02:37 PM R.E. NAME: TOFAEL ANWAR 02-1H3204 --------------------------------------------------------------------------- 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 08/19/21 EST. NO. 016 TIME 02:37 PM R.E. NAME: TOFAEL ANWAR 02-1H3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 LOCATION PROGRESS ESTIMATE 02-TEH-99-12.0/12.6 ----------------- TULLIS, INC. IN TEHAMA COUNTY AT LOS MOLINOS 16951 CLEAR CREEK RD FROM JOSEPHINE STREET TO LOS REDDING CA 96001 MOLINOS CREEK BRIDGE. FED. AID NO. ACNH-P099(643)E CONSTRUCT CURB RAMPS AND SIDEWALKS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800 002 DEVELOP WATER SUPPLY LS 4,000.0000 4,000.00 1.000 4,000 003 CONSTRUCTION AREA SIGNS LS 5,995.0000 5,995.00 1.000 5,995 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 10,000.0000 10,000.00 1.000 10,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 007 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 1.000 1,800 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 4,500.00 0.000 0 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 MOVE-IN/MOVE-OUT EA 800.0000 1,600.00 1.000 800 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 2.8000 2,800.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY COVER SQYD 5.0000 2,500.00 250.000 1,250 015 TEMPORARY CHECK DAM LF 8.0000 480.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 4.000 600 017 TEMPORARY FIBER ROLL LF 3.0000 10,800.00 0.000 0 018 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 1.000 1,500 019 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 021 TREATED WOOD WASTE LB 0.5000 145.00 0.000 0 022 REMOVE CONCRETE (SQYD) SQYD 42.0000 20,160.00 480.890 20,197 PROGRAM CAS145 PAGE 2 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 024 ROADWAY EXCAVATION CY 70.0000 477,400.00 6,849.350 479,454 025 SHOULDER BACKING TON 95.0000 10,450.00 65.410 6,213 026 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 5.0000 23,350.00 5,330.070 26,650 CLASS B1 027 ROADSIDE CLEARING LS 4,500.0000 4,500.00 1.000 4,500 028 PRUNE EXISTING PLANTS LS 3,000.0000 3,000.00 1.000 3,000 029 ROCK MULCH (4") SQFT 48.0000 1,200.00 25.000 1,200 030 ROCK MULCH SQFT 7.6000 1,900.00 245.000 1,862 031 CULTIVATION SQYD 31.5000 598.50 18.400 579 032 SOIL AMENDMENT CY 50.0000 400.00 7.600 380 033 RELOCATE IRRIGATION CONTROLLER EA 18.0000 18.00 1.000 18 034 LAWN SEED FERTILIZER LB 100.0000 50.00 0.500 50 035 SLOW-RELEASE FERTILIZER LB 25.0000 175.00 6.000 150 036 PLANT (GROUP K) EA 500.0000 11,500.00 22.000 11,000 037 PLANT (GROUP A) EA 75.0000 375.00 5.000 375 038 PLANT ESTABLISHMENT WORK LS 8,850.0000 8,850.00 0.092 814.20 0.900 7,965 039 WOOD MULCH CY 110.0000 1,650.00 14.500 1,595 040 TREE GRATE EA 3,000.0000 60,000.00 20.000 60,000 041 TREE GUARD EA 900.0000 18,000.00 20.000 18,000 042 PLYWOOD BOX FORM EA 500.0000 2,500.00 5.000 2,500 043 OPERATE EXISTING IRRIGATION FACILITIES LS 3,800.0000 3,800.00 1.000 3,800 044 CONTROL AND NEUTRAL CONDUCTORS LS 4,750.0000 4,750.00 1.000 4,750 045 1" REMOTE CONTROL VALVE EA 700.0000 2,100.00 3.000 2,100 046 2" REMOTE CONTROL VALVE EA 750.0000 750.00 1.000 750 047 1" WYE STRAINER ASSEMBLY EA 490.0000 490.00 1.000 490 048 2" WYE STRAINER ASSEMBLY EA 700.0000 700.00 1.000 700 049 8 STATION IRRIGATION CONTROLLER EA 3,700.0000 3,700.00 1.000 3,700 (PEDESTAL MOUNTED) PROGRAM CAS145 PAGE 3 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" GALVANIZED STEEL PIPE LF 100.0000 200.00 2.000 200 (F) (SUPPLY LINE) 051 IRRIGATION CONTROLLER ENCLOSURE EA 3,000.0000 3,000.00 1.000 3,000 CABINET 052 1" BACKFLOW PREVENTER ASSEMBLY EA 2,300.0000 2,300.00 1.000 2,300 053 BACKFLOW PREVENTER ENCLOSURE EA 3,000.0000 3,000.00 1.000 3,000 054 BACKFLOW PREVENTER BLANKET EA 100.0000 100.00 1.000 100 055 TREE WELL SPRINKLER ASSEMBLY EA 70.0000 2,800.00 38.000 2,660 056 RISER SPRINKLER ASSEMBLY EA 40.0000 200.00 5.000 200 057 1" GATE VALVE EA 400.0000 400.00 1.000 400 058 1 1/2" GATE VALVE EA 500.0000 1,000.00 2.000 1,000 059 2" GATE VALVE EA 600.0000 1,200.00 1.000 600 060 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 1,000.00 125.000 1,000 (F) LINE) 061 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.5000 11,780.00 1,240.000 11,780 (F) LINE) 062 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 9,400.00 940.000 9,400 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (SCHEDULE 40) LF 13.0000 1,690.00 130.000 1,690 (F) (SUPPLY LINE) 064 2" PLASTIC PIPE (CLASS 315) LF 13.5000 108.00 8.000 108 (F) (SUPPLY LINE) 065 1 1/2" PLASTIC PIPE (CLASS 315)(SUPPLY LF 12.0000 96.00 8.000 96 (F) LINE) 066 BALL VALVE EA 400.0000 1,200.00 3.000 1,200 067 PVC PIPE CONDUIT (SLEEVE) 3" LF 14.4000 16,862.40 1,171.200 16,865 (F) 068 PVC PIPE CONDUIT (SLEEVE) 6" LF 22.0000 18,524.00 877.600 19,307 (F) 069 6" CORRUGATED STEEL PIPE CONDUIT LF 75.0000 6,075.00 79.500 5,962 (.064" THICK) 070 DRY SEED (SQFT) SQFT 3.5000 595.00 165.600 579 071 COMPOST (CY) CY 50.0000 100.00 1.540 77 072 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 073 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 309,680.00 3,194.380 313,049 074 HOT MIX ASPHALT (TYPE A) TON 141.0000 456,840.00 3,170.070 446,979 075 PLACE HOT MIX ASPHALT SQYD 100.0000 21,000.00 206.670 20,667 (MISCELLANEOUS AREA) 076 TACK COAT TON 750.0000 3,750.00 4.090 3,067 PROGRAM CAS145 PAGE 4 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 37,070.00 3,481.730 38,299 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,250.0000 130,000.00 32.920 106,990 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 2,000.00 2.000 2,000 (F) 080 GUARD POST EA 500.0000 1,000.00 0.000 0 081 18" ALTERNATIVE PIPE CULVERT LF 250.0000 45,000.00 276.500 69,125 082 24" ALTERNATIVE PIPE CULVERT LF 170.0000 263,500.00 1,501.700 255,289 083 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 15,000.00 58.320 14,580 (F) 084 12" PLASTIC PIPE LF 300.0000 1,200.00 23.300 6,990 085 14" X 23" OVAL SHAPED RCP LF 225.0000 54,000.00 237.000 53,325 086 CLASS 2 PERMEABLE MATERIAL CY 94.0000 1,786.00 21.150 1,988 087 36" PRECAST CONCRETE PIPE INLET LF 1,250.0000 26,250.00 20.200 25,250 088 REMOVE INLET EA 500.0000 500.00 1.000 500 089 RECONSTRUCT INLET EA 1,500.0000 1,500.00 1.000 1,500 090 ADJUST UTILITY COVER TO GRADE EA 550.0000 17,050.00 21.000 11,550 091 MODIFY INLET EA 5,500.0000 5,500.00 1.000 5,500 092 CONCRETE (CONCRETE APRON) CY 1,900.0000 5,700.00 2.900 5,510 093 DETECTABLE WARNING SURFACE SQFT 40.0000 5,600.00 122.960 4,918 094 GROUT SQFT 250.0000 2,750.00 0.000 0 095 MINOR CONCRETE (MISCELLANEOUS CY 1,220.0000 366,000.00 288.020 351,384 CONSTRUCTION) 096 MINOR CONCRETE (CURB AND GUTTER) CY 1,175.0000 246,750.00 207.480 243,789 097 MINOR CONCRETE (SIDEWALK) CY 925.0000 249,750.00 243.560 225,293 098 MINOR CONCRETE (TEXTURED PAVING)(SQFT) SQFT 16.0000 142,240.00 7,984.600 127,753 099 REMOVE CONCRETE (CURB AND GUTTER) LF 12.0000 11,400.00 943.000 11,316 100 MISCELLANEOUS IRON AND STEEL LB 3.0000 18,435.00 6,384.000 19,152 (F) 101 PARKING BUMPER (PRECAST CONCRETE) EA 200.0000 2,400.00 12.000 2,400 102 RELOCATE MAILBOX EA 600.0000 1,200.00 2.000 1,200 103 REMOVE FENCE LF 15.0000 1,095.00 73.000 1,095 PROGRAM CAS145 PAGE 5 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE SHADE STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 22.0000 2,860.00 105.000 2,310 106 OBJECT MARKER EA 50.0000 350.00 7.000 350 107 REMOVE GUARD POST EA 100.0000 400.00 4.000 400 108 REMOVE ROADSIDE SIGN (WOOD POST) EA 75.0000 450.00 6.000 450 109 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 1,200.00 12.000 1,200 110 REMOVE ROADSIDE SIGN EA 75.0000 900.00 12.000 900 (STRAP AND SADDLE BRACKET METHOD) 111 REMOVE ROADSIDE SIGN PANEL EA 150.0000 750.00 5.000 750 112 REMOVE METAL POST EA 925.1000 925.10 1.000 925 113 RELOCATE ROADSIDE SIGN (METAL POST) EA 200.0000 800.00 4.000 800 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,168.00 73.000 1,168 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,320.00 110.000 1,320 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 731.00 43.000 731 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 144.00 12.000 144 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 680.00 170.000 680 119 ROADSIDE SIGN - ONE POST EA 260.0000 4,160.00 16.000 4,160 120 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 3.000 2,250 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 675.00 3.000 675 METHOD) 122 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 2,200.00 11.000 2,200 EXISTING POST 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 13,104.00 9,787.000 15,659 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 9.0000 1,350.00 152.000 1,368 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 50.00 104.000 104 (BROKEN 8-4) 126 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 13,560.00 1,251.200 15,014 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 140.00 150.000 150 (BROKEN 12-3) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,400.00 1,200.000 1,200 (BROKEN 36-12) PROGRAM CAS145 PAGE 6 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ELECTRIC SERVICE FOR IRRIGATION LS 25,000.0000 25,000.00 1.000 25,000 130 MODIFYING EXISTING ELECTRICAL SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 PROGRAM CAS145 PAGE 7 DATE 08/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1H3204 TIME 02:37 PM ESTIMATE NO. 016 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/21 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 814.20 4,168,121.20 ADJUSTMENT OF COMPENSATION 0.00 -15,793.93 EXTRA WORK 0.00 247,168.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 814.20 4,399,495.89 131 MOBILIZATION LS 410,000.0000 410,000.00 1.000 410,000 ORIGINAL CONTRACT AMOUNT 4,683,030.00 TOTAL WORK COMPLETED 814.20 4,809,495.89 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 814.20 4,809,495.89 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 11/12/19 80 01/13/20 01/13/20 10/07/21 99 303 6 0 97% 100% PROGRESS IS SATISFACTORY TOFAEL ANWAR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/19/21