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 03/28/19 EST. NO. 009 TIME 01:53 PM R.E. NAME: PANDYA, NILESH 04-1G8704 --------------------------------------------------------------------------- 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 03/28/19 EST. NO. 009 TIME 01:53 PM R.E. NAME: PANDYA, NILESH 04-1G8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8704 TIME 01:53 PM ESTIMATE NO. 009 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/14/19 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 03/28/19 LOCATION FINAL ESTIMATE 04-SCL-152-13.8/14.7 -------------- GRANITE ROCK COMPANY NEAR GILROY, FROM 0.6 MILE WEST TO 5225 HELLYER AVE 0.2 MILE EAST OF THE PRUNEDALE SAN JOSE, CA 95138 AVENUE INTERSECTION. CONSTRUCT SHOULDERS, INSTALL RUMBLE STRIPS AND SOFT MEDIAN BARRIER. FED. AID NO. HSNH-P152(94)E DRAINAIGE IMPROVEMENTS & SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,269.0000 2,269.00 1.000 2,269 002 DEVELOP WATER SUPPLY LS 12,000.0000 12,000.00 1.000 12,000 003 CONSTRUCTION AREA SIGNS LS 5,600.0000 5,600.00 1.000 5,600 004 TRAFFIC CONTROL SYSTEM LS 117,000.0000 117,000.00 1.000 117,000 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 14,550.00 37,352.000 18,676 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,200.0000 13,200.00 1.000 13,200 007 TEMPORARY RAILING (TYPE K) LF 17.0000 147,220.00 7,700.000 130,900 008 TEMPORARY CRASH CUSHION MODULE EA 350.0000 80,500.00 252.000 88,200 009 JOB SITE MANAGEMENT LS 54,050.0000 54,050.00 1.000 54,050 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,250.0000 2,250.00 1.000 2,250 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 2,000.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 1,125.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 014 TEMPORARY HYDRAULIC MULCH SQYD 1.1400 3,648.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 2,450.00 7.000 2,450 016 TEMPORARY FIBER ROLL LF 2.1700 22,568.00 0.000 0 017 TEMPORARY REINFORCED SILT FENCE (TYPE 1) LF 7.7200 66,932.40 7,446.000 57,483 018 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 019 TEMPORARY CONCRETE WASHOUT LS 1,400.0000 1,400.00 1.000 1,400 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 4,590.00 10,536.000 4,741 STRIPE (HAZARDOUS WASTE) 021 TREATED WOOD WASTE LB 0.5400 2,862.00 6,200.000 3,348 022 REMOVE CONCRETE (CY) CY 315.0000 5,985.00 19.000 5,985 PROGRAM CAS145 PAGE 2 DATE 03/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8704 TIME 01:53 PM ESTIMATE NO. 009 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/14/19 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 03/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000 024 ROADWAY EXCAVATION CY 41.0000 615,000.00 7,256.000 297,496 025 STRUCTURE BACKFILL (SLURRY CEMENT) CY 143.0000 5,720.00 40.000 5,720 (F) 026 DITCH EXCAVATION CY 30.0000 197,100.00 6,570.000 197,100 027 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 2.000 1,500 028 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5600 40,488.00 72,300.000 40,488 029 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4900 1,239.70 2,530.000 1,239 030 HYDROMULCH SQFT 0.0300 3,840.00 128,000.000 3,840 031 FIBER ROLLS LF 2.3400 12,285.00 5,250.000 12,285 032 HYDROSEED SQFT 0.0900 11,520.00 128,000.000 11,520 033 COMPOST (CY) CY 124.0000 26,040.00 210.000 26,040 034 INCORPORATE MATERIALS SQFT 0.1200 1,332.00 5,117.000 614 035 HOT MIX ASPHALT (TYPE A) TON 101.0000 823,150.00 7,336.000 740,936 036 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 449,750.00 2,090.000 365,750 037 TACK COAT TON 1,700.0000 23,800.00 13.060 22,202 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 54,400.00 18,556.000 74,224 039 STRUCTURAL CONCRETE, WALL CY 1,700.0000 15,300.00 9.000 15,300 (F) 040 STRUCTURAL CONCRETE, BOX CULVERT CY 4,200.0000 168,000.00 40.000 168,000 (F) 041 STRUCTURAL CONCRETE, HEADWALL CY 1,700.0000 15,300.00 9.000 15,300 (F) 042 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,900.0000 14,500.00 5.000 14,500 (F) 043 MINOR CONCRETE (BACKFILL) CY 143.0000 4,433.00 31.000 4,433 (F) 044 BAR REINFORCING STEEL LB 2.0000 4,726.00 2,363.000 4,726 (F) 045 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 13,744.00 6,872.000 13,744 (F) 046 18" ALTERNATIVE PIPE CULVERT LF 130.0000 19,500.00 150.000 19,500 047 24" ALTERNATIVE PIPE CULVERT LF 250.0000 7,500.00 30.000 7,500 048 30" ALTERNATIVE PIPE CULVERT LF 290.0000 37,700.00 124.000 35,960 049 24" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400 PROGRAM CAS145 PAGE 3 DATE 03/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8704 TIME 01:53 PM ESTIMATE NO. 009 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/14/19 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 03/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (LF) LF 73.0000 17,520.00 240.000 17,520 051 REMOVE HEADWALL EA 1,300.0000 1,300.00 1.000 1,300 052 CLEAN BOX CULVERT LF 45.0000 49,500.00 1,100.000 49,500 053 ROCK SLOPE PROTECTION CY 350.0000 4,550.00 13.000 4,550 (FACING, METHOD B) (CY) 054 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 400.0000 4,000.00 19.600 7,840 (F) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 550.00 55.000 550 056 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 18,000.00 12.000 18,000 CONSTRUCTION) 057 MISCELLANEOUS IRON AND STEEL LB 3.0000 6,933.00 2,311.000 6,933 (F) 058 FENCE (TYPE BW, METAL POST) LF 23.7500 3,800.00 160.000 3,800 059 REMOVE FENCE LF 10.0000 1,500.00 150.000 1,500 060 REMOVE PAVEMENT MARKER EA 1.0000 470.00 499.000 499 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 4,280.00 1,107.000 4,428 062 SPECIAL MARKER EA 100.0000 200.00 2.000 200 063 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 900.00 4.000 600 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 234.00 12.250 220 (0.063"-UNFRAMED) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 414.00 22.250 400 FOR RETROREFLECTIVE SHEETING TYPE XI (0.063" UNFRAMED) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 360.00 20.000 360 (0.080"-UNFRAMED) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 864.00 48.000 864 FOR RETROREFLECTIVE SHEETING TYPE XI (0.063"FRAMED) 068 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 355.00 70.250 351 069 ROADSIDE SIGN - ONE POST EA 750.0000 3,000.00 4.000 3,000 070 ROADSIDE SIGN - TWO POST EA 1,000.0000 2,000.00 2.000 2,000 071 REMOVE GUARDRAIL LF 15.0000 4,350.00 290.000 4,350 072 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 14,535.00 14,597.000 12,407 073 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 648.00 669.000 802 074 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,540.00 226.000 1,582 075 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,515.00 7,976.000 3,988 PROGRAM CAS145 PAGE 4 DATE 03/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8704 TIME 01:53 PM ESTIMATE NO. 009 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/14/19 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 03/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 420.00 190.000 950 077 12" RUMBLE STRIP STA 124.0000 17,360.00 140.000 17,360 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 5 DATE 03/28/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G8704 TIME 01:53 PM ESTIMATE NO. 009 BID OPENING 10/18/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/14/19 R.E. NAME: PANDYA, NILESH DATE OF THIS ESTIMATE 03/28/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,858,726.56 ADJUSTMENT OF COMPENSATION 0.00 59,799.07 EXTRA WORK 0.00 74,170.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,992,695.64 078 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000 ORIGINAL CONTRACT AMOUNT 3,737,565.10 TOTAL WORK COMPLETED 0.00 3,362,695.64 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 3,362,695.64 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/30/17 90 06/04/18 06/04/18 01/14/19 73 0 0 0 100% 100% PANDYA, NILESH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/28/19