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 10/23/14 EST. NO.17 TIME 11:59 AM R.E. NAME: MARK MENGONI 06-342524 --------------------------------------------------------------------------- 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 0041 1,701.24 E.W. @ F.A.(+) 100914 N 024 0 003 0008 825.00 E.W. @ F.A.(+) 062614 N 014 0 005 0036 6,438.37 E.W. @ F.A.(+) 050514 N 021 0 0037 7,896.91 050614 N 022 0 0040 3,353.12 050814 N 026 0 0059 1,725.31 072314 N 046 0 0060 1,408.14 053014 N 047 0 0063 749.75 081514 N 050 0 0064 4,365.87 081814 N 051 0 0065 5,849.50 081914 N 052 0 0066 5,072.09 082014 N 053 0 0067 3,006.10 082114 N 054 0 0068 2,290.84 082214 N 055 0 008 0028 1,706.76 E.W. @ F.A.(+) 091313 N 004 0 0052 2,125.62 091213 N 033 0 0054 2,178.93 092414 N 035 0 0055 3,113.09 091514 N 036 0 0057 374.51 052014 N 038 0 019 0005 726.75 A.C. @ U.P.(+) 091914 N 0005 0 020 0001 3,436.14 A.C. @ L.S.(+) 082014 N 0001 0 0002 16,919.47 092214 N 0007 0 0003 4,185.95 092214 N 0008 0 024 0001 7,153.62 E.W. @ L.S.(+) 091214 N 0006 0 86,603.08 TOTAL THIS ESTIMATE 298,479.16 TOTAL PREVIOUS ESTIMATE 385,082.24 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 10/23/14 EST. NO.17 TIME 11:59 AM R.E. NAME: MARK MENGONI 06-342524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS SWPPP REPORTS -25,000.00 03 BASELINE NOT APPRVD -10,000.00 04 MISS SWPPP REPTS -25,000.00 04 REC'ED SWPPP REPORTS 50,000.00 05 MISS SUBMITTALS -17,200.00 06 RESTAKING CHARGE -854.00 06 SUB RECD 5,100.00 07 MISS CEM 4401 ON GO -10,000.00 08 2 LCB SAMPLES FAILED -1,000.00 08 RECD CEM 4401 10,000.00 09 TIE BAR JPCP -17,345.82 10 FAILED AB -259.20 11 MISS SUBMITTALS -8,700.00 11 FAILED PCCP GRAD -2,100.00 12 MISS SUBMITTALS -2,750.00 12 RESTAKING -2,989.00 14 MISS PCCP TST RESULT -1,160.00 15 QC PENET & AIR CONT -400.00 16 RCVD CPM SCHEDULE 10,000.00 16 MISS PROFILE GRINDS -5,300.00 17 MISS SUBMITTALS -26,500.00 17 RCVD QC RESULTS 400.00 17 -31,400.00 -81,058.02 TOTAL DEDUCTIONS -31,400.00 -81,058.02 PROGRAM CAS145 PAGE 1 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 LOCATION PROGRESS ESTIMATE 06-FRE-180-R71.8/74.5 ----------------- AMERICAN PAVING CO IN FRESNO COUNTY ABOUT 6.3 MILES P O BOX 4348 EAST OF FRESNO FROM 0.6 MILE WEST FRESNO CA 93744 OF QUALITY AVENUE TO 0.2 MILE WEST OF SMITH AVENUE FED. AID NO. N O N E NEW EXPRESS HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 540,000.00 20.000 36,000.00 315.000 567,000 004 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.119 833.00 1.000 7,000 005 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.064 1,920.00 1.000 30,000 006 TYPE III BARRICADE EA 45.0000 3,420.00 48.000 2,160 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,190.00 73.000 2,190 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 19,000.0000 19,000.00 0.064 1,216.00 1.000 19,000 009 TEMPORARY RAILING (TYPE K) LF 13.0000 14,560.00 180.000 2,340 010 TEMPORARY CRASH CUSHION MODULE EA 190.0000 20,900.00 14.000 2,660 011 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.064 3,200.00 1.000 50,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.026 65.00 1.000 2,500 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 014 MOVE-IN/MOVE-OUT EA 600.0000 3,600.00 1.000 600 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH LS 30,000.0000 30,000.00 0.830 24,900.00 1.000 30,000 (BONDED FIBER MATRIX) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 280.0000 14,000.00 0.000 0 017 TEMPORARY FIBER ROLL LF 3.5000 50,050.00 1,190.000 4,165 018 TEMPORARY SILT FENCE LF 3.0000 30,000.00 5,584.000 16,752 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 12.000 24,000 020 STREET SWEEPING LS 10,000.0000 10,000.00 0.064 640.00 1.000 10,000 021 TEMPORARY CONCRETE WASHOUT LS 4,300.0000 4,300.00 0.064 275.20 1.000 4,300 022 DESTROY WELL EA 2,500.0000 10,000.00 6.000 15,000 PROGRAM CAS145 PAGE 2 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FENCE LF 3.6000 19,044.00 2,768.000 9,964 024 REMOVE IRRIGATION FACILITY LS 18,300.0000 18,300.00 1.000 18,300 025 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 10,560.00 15,504.000 4,651.20 15,504.000 4,651 026 REMOVE PAINTED PAVEMENT MARKING SQFT 8.5000 1,105.00 126.000 1,071.00 252.000 2,142 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 1,680.00 2,211.500 13,269 028 REMOVE PAVEMENT MARKER EA 1.0000 1,000.00 456.000 456.00 456.000 456 029 REMOVE ROADSIDE SIGN EA 50.0000 300.00 24.000 1,200.00 25.000 1,250 030 REMOVE CULVERT (LF) LF 31.0000 9,920.00 370.000 11,470 031 REMOVE INLET EA 1,100.0000 1,100.00 1.000 1,100 032 SALVAGE METAL BEAM GUARD RAILING LF 31.0000 7,440.00 237.500 7,362 033 RESET MAILBOX EA 75.0000 1,350.00 4.000 300.00 21.000 1,575 034 RELOCATE ROADSIDE SIGN EA 150.0000 150.00 1.000 150 035 REMOVE CONCRETE (CY) CY 43.0000 10,750.00 343.200 14,757 036 BRIDGE REMOVAL, LOCATION A LS 23,300.0000 23,300.00 1.000 23,300 037 BRIDGE REMOVAL, LOCATION B LS 18,300.0000 18,300.00 1.000 18,300 038 SALVAGE CRASH CUSHION EA 950.0000 4,750.00 0.000 0 039 CLEARING AND GRUBBING (LS) LS 110,000.0000 110,000.00 1.000 110,000 040 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 041 ROADWAY EXCAVATION CY 7.5000 687,750.00 91,645.000 687,337 042 SHOULDER BACKING TON 19.0000 31,160.00 1,529.000 29,051 043 STRUCTURE EXCAVATION (TYPE D) CY 21.0000 40,509.00 1,929.000 40,509 (F) 044 STRUCTURE BACKFILL (BRIDGE) CY 39.0000 54,210.00 1,390.000 54,210 (F) 045 PERVIOUS BACKFILL MATERIAL CY 135.0000 13,905.00 103.000 13,905 (F) 046 CONCRETE BACKFILL CY 250.0000 12,750.00 50.560 12,640 (F) 047 IMPORTED BORROW (CY) CY 8.4000 153,720.00 18,288.000 153,619 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 2.000 2,000.00 3.000 3,000 049 EROSION CONTROL (DRILL SEED) (ACRE) CY 1,350.0000 14,850.00 5.050 6,817.50 8.650 11,677 PROGRAM CAS145 PAGE 3 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROMULCH SQFT 0.0200 46,400.00 1,377,160.000 27,543.20 2,315,360.000 46,307 051 STRAW TON 410.0000 38,540.00 55.300 22,673.00 93.000 38,130 052 HYDROSEED SQFT 0.0400 92,800.00 1,377,160.000 55,086.40 2,315,360.000 92,614 053 CLASS 2 AGGREGATE BASE (CY) CY 17.0000 479,400.00 27,759.000 471,903 054 LEAN CONCRETE BASE CY 110.0000 1,188,000.00 103.500 11,385.00 10,895.500 1,198,505 055 HOT MIX ASPHALT TON 74.1000 1,348,620.00 17.800 1,318.98 17,603.340 1,304,407 056 PLACE HOT MIX ASPHALT SQYD 25.0000 36,250.00 74.000 1,850.00 1,679.600 41,990 (MISCELLANEOUS AREA) 057 TACK COAT TON 500.0000 4,500.00 6.020 3,010 058 JOINTED PLAIN CONCRETE PAVEMENT CY 135.5000 3,563,650.00 204.500 27,709.75 26,460.400 3,585,384 059 SHOULDER RUMBLE STRIP STA 70.0000 23,800.00 13.000 910.00 332.000 23,240 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 060 SEAL PAVEMENT JOINT LF 3.0000 360,000.00 37,640.000 112,920 061 FURNISH PILING (CLASS 140) LF 39.0000 195,858.00 5,022.000 195,858 (ALTERNATIVE W) 062 DRIVE PILE (CLASS 140) EA 2,050.0000 159,900.00 78.000 159,900 (ALTERNATIVE W) 063 60" CAST-IN-DRILLED-HOLE CONCRETE LF 925.0000 20,350.00 22.000 20,350 PILE (SIGN FOUNDATION) 064 PRESTRESSING CAST-IN-PLACE CONCRETE LS 170,000.0000 170,000.00 1.000 170,000 065 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 121,500.00 243.000 121,500 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 550.0000 1,272,150.00 2,313.000 1,272,150 (F) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 171,700.00 202.000 171,700 (F) (TYPE EQ) 068 TEMPORARY PRECAST CONCRETE BOX CULVERT LF 2,000.0000 96,000.00 0.000 0 069 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 52,800.00 25.660 56,452 (F) 070 JOINT SEAL (MR 1/2") LF 20.0000 14,900.00 260.000 5,200.00 745.000 14,900 071 BAR REINFORCING STEEL LB 1.5500 67,425.00 43,452.000 67,350 (F) 072 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 374,243.10 340,221.600 374,243 (F) 073 FURNISH SIGN STRUCTURE (TRUSS) LB 4.4000 61,142.40 13,896.000 61,142.40 13,896.000 61,142 (F) 074 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 4,168.80 13,896.000 4,168.80 13,896.000 4,168 (F) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 7,680.00 636.850 7,642 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 163.500 2,125 (0.080"-UNFRAMED) 077 ROADSIDE SIGN - ONE POST EA 200.0000 16,800.00 4.000 800.00 88.000 17,600 078 18" REINFORCED CONCRETE PIPE LF 60.0000 88,200.00 1,744.700 104,682 079 24" REINFORCED CONCRETE PIPE LF 73.0000 283,970.00 3,617.900 264,106 080 18" CONCRETE FLARED END SECTION EA 1,000.0000 32,000.00 32.000 32,000 081 24" CONCRETE FLARED END SECTION EA 1,150.0000 49,450.00 43.000 49,450 082 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 184.0000 127,696.00 11.500 2,116.00 724.300 133,271 (F) (CY) 083 CONCRETE (CHANNEL LINING) CY 650.0000 409,500.00 730.500 474,825 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 12,080.00 59.300 474.40 1,625.200 13,001 085 MISCELLANEOUS IRON AND STEEL LB 1.0000 8,476.00 8,476.000 8,476 (F) 086 CHAIN LINK FENCE (TYPE CL-6) LF 9.4000 191,760.00 801.000 7,529.40 20,400.000 191,760 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 SURVEY MONUMENT (TYPE A) EA 600.0000 22,800.00 21.000 12,600.00 21.000 12,600 090 SECTION CORNER MONUMENT EA 600.0000 3,000.00 3.000 1,800.00 3.000 1,800 091 DELINEATOR (CLASS 1) EA 45.0000 3,330.00 74.000 3,330.00 74.000 3,330 092 OBJECT MARKER (TYPE K) EA 50.0000 200.00 4.000 200 093 METAL BEAM GUARD RAILING (STEEL POST) LF 34.0000 9,520.00 162.500 5,525.00 275.000 9,350 094 DOUBLE METAL BEAM GUARD RAILING LF 44.0000 11,000.00 125.000 5,500.00 250.000 11,000 (STEEL POST) 095 TRANSITION RAILING (TYPE WB) EA 3,600.0000 21,600.00 3.000 10,800.00 6.000 21,600 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 670.0000 670.00 1.000 670.00 1.000 670 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 13,500.00 3.000 8,100.00 5.000 13,500 098 ALTERNATIVE CRASH CUSHION (TEST LEVEL 2) EA 16,100.0000 128,800.00 4.000 64,400.00 8.000 128,800 099 ALTERNATIVE CRASH CUSHION (TEST LEVEL 3) EA 28,600.0000 57,200.00 1.000 28,600.00 2.000 57,200 100 CONCRETE BARRIER (TYPE 732) LF 100.0000 83,900.00 839.000 83,900 (F) 101 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 27,840.00 47,548.000 19,019.20 64,077.000 25,630 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,185.00 3,927.000 2,748.90 4,498.000 3,148 PROGRAM CAS145 PAGE 5 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 9,480.00 2,207.000 6,621.00 2,829.000 8,487 104 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 591.50 903.000 316.05 1,646.000 576 (BROKEN 12-3) 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 9,135.00 25,773.000 9,020.55 25,773.000 9,020 (BROKEN 36-12) 106 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 7,110.00 17,277.000 5,183.10 51,799.000 15,539 107 PAINT PAVEMENT MARKING (2-COAT) EA 10.0000 1,300.00 126.000 1,260 108 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,740.00 1,418.000 4,254.00 2,456.000 7,368 109 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 110 LIGHTING LS 82,100.0000 82,100.00 0.383 31,444.30 0.950 77,995 111 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 24,600.0000 24,600.00 0.062 1,525.20 0.670 16,482 112 VEHICLE CLASSIFICATION STATION LS 41,000.0000 41,000.00 0.605 24,805.00 0.720 29,520 113 TRAFFIC COUNT STATION LS 18,700.0000 18,700.00 0.603 11,276.10 0.900 16,830 114 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,900.0000 26,900.00 0.373 10,033.70 0.521 14,014 115 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 116 6' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 7,000.00 4.000 2,800.00 10.000 7,000 117 8' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 1,600.00 2.000 1,600 PROGRAM CAS145 PAGE 6 DATE 10/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342524 TIME 11:59 AM ESTIMATE NO. 17 BID OPENING 03/26/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 585,824.33 13,535,654.00 ADJUSTMENT OF COMPENSATION 25,268.31 124,257.41 EXTRA WORK 61,334.77 260,824.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 672,427.41 13,920,736.24 118 MOBILIZATION LS 1,341,000.0000 1,341,000.00 1.000 1,341,000 ORIGINAL CONTRACT AMOUNT 15,297,643.80 TOTAL WORK COMPLETED 672,427.41 15,261,736.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -31,400.00 -81,058.02 TOTAL 641,027.41 15,180,678.22 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 05/16/13 300 07/10/13 07/10/13 10/22/14 295 0 15 0 96% 94% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/14