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 06/17/14 EST. NO.16 TIME 10:33 AM R.E. NAME: SHARMA, JYOTSNA 04-2285H4 --------------------------------------------------------------------------- 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 0095 1,450.34 E.W. @ F.A.(+) 070913 N 0128.0 0096 2,036.23 071913 N 0129.0 0099 2,219.21 072713 N 0132.0 0107 1,923.59 081213 N 0140.0 0108 2,030.48 081313 N 0141.0 0132 1,135.27 082813 N 0169.0 006 0141 11,422.35 E.W. @ F.A.(+) 040914 N 5216.0 0142 6,386.31 041114 N 5217.0 007 0033 1,075.99 E.W. @ F.A.(+) 051214 N 5212.0 0034 1,973.67 042814 N 5213.0 0035 955.13 042214 N 5218.0 0036 2,634.45 042214 N 5219.0 0037 748.38 042414 N 5220.0 0038 1,783.24 050214 N 5211.0 021 0076 3,272.72 E.W. @ F.A.(+) 040814 N 5215.0 023 0001 22,985.50 E.W. @ L.S.(+) 052014 N 023001 025 0001 22,171.88 A.C. @ L.S.(+) 042014 N 025001 030 0035 3,610.46 E.W. @ F.A.(+) 050814 N 0363.0 0036 2,923.04 050814 N 0364.0 031 0001 4,620.60 A.C. @ L.S.(+) 042014 N 031001 0002 107,145.00 042014 N 031002 032 0001 37,212.00 A.C. @ L.S.(+) 050914 N 032001 241,715.84 TOTAL THIS ESTIMATE 1,173,687.71 TOTAL PREVIOUS ESTIMATE 1,415,403.55 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 06/17/14 EST. NO.16 TIME 10:33 AM R.E. NAME: SHARMA, JYOTSNA 04-2285H4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF SPEC -285.00 09 OUT OF STATE OH SIGN -5,000.00 09 OUT OF STATE POLES -5,000.00 09 0.00 -10,285.00 TOTAL DEDUCTIONS 0.00 -10,285.00 PROGRAM CAS145 PAGE 1 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 LOCATION PROGRESS ESTIMATE 04-CC-680-4.0/6.8 ----------------- BAY CITIES/ MYERS JV IN CONTRA COSTA COUNTY IN SAN P O BOX 2948 RAMON AND DANVILLE FROM 0.1 MILE RANCHO CORDOVA CA 957412948 NORTH OF CROW CANYON OVERCROSSING TO 0.1 MILE SOUTH OF SYCAMORE VALLEY ROAD OVERCROSSING FED. AID NO. ACIM-6801(69) ,ACST-6204(107) ,PL-6204(107) WIDEN FREEWAY, RETAINING WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 002 TEMPORARY FENCE LF 10.0000 14,800.00 2,311.000 23,110 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 4,590.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.970 48,500 005 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 1.000 2,500 006 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.8000 45,640.00 7,825.000 21,910 008 TEMPORARY SILT FENCE LF 2.2000 41,800.00 14,106.000 31,033 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,020.0000 22,220.00 10.000 20,200 010 MOVE-IN/MOVE-OUT EA 735.0000 8,085.00 9.000 6,615 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,400.00 105.000 18,375 012 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 22,140.00 30,321.670 27,289 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 5,460.0000 5,460.00 0.950 5,187 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 015 RAIN EVENT ACTION PLAN EA 500.0000 22,500.00 11.000 5,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 14,850.00 5.000 2,250 018 TIME-RELATED OVERHEAD (LS) LS 1,175,000.0000 1,175,000.00 1.000 1,175,000 019 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.830 16,600 020 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.970 145,500 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 1,920.00 473.000 1,892 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 38,290.00 45,603.000 15,961 PROGRAM CAS145 PAGE 2 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,650.00 121.000 4,235 024 TEMPORARY PAVEMENT MARKER EA 3.1000 22,537.00 7,636.000 23,671 025 TEMPORARY PULL BOX PROTECTION EA 1,500.0000 87,000.00 30.000 45,000 026 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 11,950.0000 11,950.00 0.975 11,651 027 TEMPORARY RAILING (TYPE K) LF 11.0000 245,300.00 24,200.000 266,200 028 TEMPORARY CRASH CUSHION MODULE EA 300.0000 15,000.00 135.000 40,500 029 TEMPORARY CRASH CUSHION EA 5,675.0000 22,700.00 8.000 45,400 (TYPE ABSORB 350) 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 15,400.00 280.000 196 STRIPE (HAZARDOUS WASTE) 031 NOISE MONITORING LS 5,000.0000 5,000.00 1.000 5,000 032 ABANDON CULVERT (LF) LF 52.0000 3,380.00 0.000 0 033 REMOVE FENCE LF 5.0000 8,600.00 2,770.000 13,850 034 REMOVE METAL BEAM GUARD RAILING LF 8.0000 6,320.00 759.500 6,076 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,840.00 41,057.000 41,057 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 2,400.00 504.000 2,520 037 REMOVE PAVEMENT MARKER EA 1.0000 7,270.00 8,063.000 8,063 038 REMOVE ROADSIDE SIGN EA 200.0000 400.00 0.000 0 039 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 21,000.00 6.000 21,000 040 REMOVE PIPE (LF) LF 22.8500 62,609.00 2,753.700 62,922 041 REMOVE INLET EA 320.0000 9,280.00 29.000 9,280 042 RESET ROADSIDE SIGN EA 300.0000 600.00 0.000 0 043 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 900.00 1.000 300.00 1.000 300 044 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 1,500.00 1.000 300.00 1.000 300 045 REMOVE CONCRETE BARRIER LF 12.0000 87,120.00 7,255.000 87,060 046 REMOVE SOUND WALL (LF) LF 20.0000 148,000.00 7,388.000 147,760 047 CAP INLET EA 1,519.0000 18,228.00 10.000 15,190 048 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 5,250.0000 5,250.00 1.000 5,250 051 ROADWAY EXCAVATION CY 15.0000 507,000.00 34,000.000 510,000 052 ROADWAY EXCAVATION (TYPE Y-1) CY 28.1000 354,060.00 12,600.000 354,060 (AERIALLY DEPOSITED LEAD) 053 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 054 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 1.000 3,000 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.2500 146,124.00 7,216.000 146,124 (F) 056 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 50.0000 50,400.00 1,008.000 50,400 (F) 057 STRUCTURE EXCAVATION (TYPE Y-1) CY 32.0000 71,168.00 2,224.000 71,168 (AERIALLY DEPOSITED LEAD) 058 STRUCTURE EXCAVATION (GROUND ANCHOR CY 50.0000 15,650.00 313.000 15,650 (F) WALL) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 32.3500 194,197.05 6,003.000 194,197 (F) 060 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 150.0000 4,350.00 6.000 900.00 29.000 4,350 (F) 061 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 120.0000 19,320.00 161.000 19,320.00 161.000 19,320 (F) 062 PERVIOUS BACKFILL MATERIAL (RETAINING CY 92.1000 22,472.40 244.000 22,472 (F) WALL) 063 DITCH EXCAVATION CY 71.0000 5,609.00 79.000 5,609.00 79.000 5,609 064 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.7500 6,765.00 453.000 1,245.75 2,459.540 6,763 CLASS B2 065 EROSION CONTROL (COMPOST BLANKET) CY 56.0000 64,960.00 0.000 0 066 FIBER ROLLS LF 2.7500 58,575.00 7,742.000 21,290.50 7,742.000 21,290 067 COMPOST (INCORPORATE) SQYD 4.8000 61,440.00 0.000 0 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,300.0000 7,800.00 0.000 0 069 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 39,130.00 0.000 0 070 PLANT (GROUP M) EA 2.5000 26,250.00 7,724.000 19,310 071 MAINTAIN EXISTING PLANTED AREAS LS 22,000.0000 22,000.00 1.000 22,000 072 IMPERMEABLE LINER SQFT 3.1000 44,020.00 11,788.000 36,542 073 CHECK DAM LF 45.0000 5,400.00 0.000 0 074 IMPORTED SOIL (BIORETENTION SWALE) CY 83.0000 48,140.00 634.320 52,648 075 MAINTAIN EXISTING IRRIGATION FACILITIES LS 21,000.0000 21,000.00 1.000 21,000 076 IRRIGATION SYSTEM LS 31,000.0000 31,000.00 0.610 18,910 PROGRAM CAS145 PAGE 4 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 8" WELDED STEEL PIPE CONDUIT LF 150.0000 7,500.00 0.000 0 (.250" THICK) 078 LIME TON 162.7500 170,887.50 402.710 65,541 079 LIME STABILIZED SOIL SQYD 3.8000 151,240.00 39,597.430 150,470 080 CLASS 4 AGGREGATE SUBBASE CY 12.0000 153,600.00 234.270 2,811.24 12,749.040 152,988 081 CLASS 2 AGGREGATE BASE (TON) CY 67.5000 25,650.00 127.450 8,602.88 361.000 24,367 082 CLASS 3 AGGREGATE BASE (CY) CY 50.0000 13,000.00 264.900 13,245 083 ASPHALTIC EMULSION (CURING SEAL) TON 741.0000 25,194.00 0.000 0 084 LEAN CONCRETE BASE CY 110.0000 634,700.00 5,994.470 659,391 085 LEAN CONCRETE BASE RAPID SETTING CY 240.0000 86,400.00 91.000 21,840.00 91.000 21,840 086 HOT MIX ASPHALT (TYPE A) TON 105.0000 47,250.00 410.930 43,147.65 615.220 64,598 087 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 24.00 12.000 24.00 12.000 24 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 460.00 230.000 460.00 230.000 460 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 11,760.00 5,880.000 11,760.00 5,880.000 11,760 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,900.00 950.000 1,900.00 950.000 1,900 091 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 2,941,000.00 17,115.000 2,909,550 092 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 428,000.00 311.000 124,400.00 311.000 124,400 (RAPID STRENGTH CONCRETE) 093 SEAL PAVEMENT JOINT LF 1.7500 95,725.00 49,775.420 87,106 094 SEAL ISOLATION JOINT LF 11.0000 216,700.00 19,900.550 218,906 095 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.0000 315,000.00 103.000 309,000 096 SOIL NAIL LF 23.0000 328,325.00 14,610.000 336,030 097 16" CAST-IN-DRILLED-HOLE CONCRETE LF 45.0000 738,000.00 19,184.000 863,280 PILING (SOUND WALL) 098 24" CAST-IN-DRILLED-HOLE CONCRETE LF 185.0000 59,200.00 402.000 74,370 PILING (SOUND WALL) 099 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 996,000.00 2,490.000 996,000 (F) 100 STRUCTURAL CONCRETE, SOUND WALL CY 700.0000 291,900.00 586.000 410,200 (F) 101 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 1,200.0000 144,000.00 2.000 2,400.00 150.400 180,480 (F) 102 STRUCTURAL CONCRETE, SOIL NAIL WALL CY 800.0000 366,400.00 458.000 366,400 (F) 103 MINOR CONCRETE (MINOR STRUCTURE) CY 1,414.0000 236,138.00 158.970 224,783 (F) PROGRAM CAS145 PAGE 5 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REINFORCED CONCRETE SEWER PIPE LS 10,000.0000 10,000.00 1.000 10,000 PROTECTION 105 MINOR CONCRETE (BACKFILL) CY 125.0000 1,125.00 3.700 462 106 ARCHITECTURAL TREATMENT (FORMED OAK LEAF SQFT 13.0000 73,255.00 5,635.000 73,255 (F) RELIEF WITH FRACTURED FIN AND RIB TEXTURE) 107 FRACTURED RIB TEXTURE SQFT 14.0000 228,550.00 22.000 308.00 17,847.000 249,858 (F) 108 SOUND WALL (MASONRY BLOCK) SQFT 23.0000 2,034,419.00 105.000 2,415.00 103,448.000 2,379,304 (F) 109 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 270,975.90 2,072.000 2,693.60 227,279.000 295,462 (F) 110 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.2000 98,576.40 82,147.000 98,576 (F) 111 BAR REINFORCING STEEL LB 1.6000 91,758.40 57,349.000 91,758 (F) (GROUND ANCHOR WALL) 112 SHOTCRETE CY 580.0000 227,360.00 389.200 225,736 113 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4000 358,564.00 105,460.000 358,564.00 105,460.000 358,564 (F) 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 21,092.00 105,460.000 21,092.00 105,460.000 21,092 (F) 115 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 16,200.00 1,080.000 16,200.00 1,080.000 16,200 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 480.00 0.000 0 (0.080"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,080.00 0.000 0 (0.063"-FRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,000.00 0.000 0 (0.080"-FRAMED) 119 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 121,000.00 121.000 121,000 (SIGN FOUNDATION) 120 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 0.000 0 121 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 500.00 0.000 0 EXISTING POST 122 18" ALTERNATIVE PIPE CULVERT LF 45.3000 128,652.00 2,538.500 114,994 123 24" ALTERNATIVE PIPE CULVERT LF 66.4000 55,112.00 826.000 54,846 124 18" REINFORCED CONCRETE PIPE LF 48.0000 29,280.00 762.400 36,595 125 24" REINFORCED CONCRETE PIPE LF 77.6000 102,432.00 1,319.500 102,393 126 18" CORRUGATED STEEL PIPE (.064" THICK) LF 68.7000 10,305.00 132.300 9,089 127 36" CORRUGATED STEEL PIPE (.064" THICK) LF 393.0000 15,720.00 74.700 29,357 128 12" PERFORATED STEEL PIPE UNDERDRAIN LF 19.7500 25,477.50 328.000 6,478 (.064" THICK) 129 18" SLOTTED CORRUGATED STEEL PIPE LF 83.5000 86,005.00 735.100 61,380 (.064" THICK) PROGRAM CAS145 PAGE 6 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 24" PERFORATED STEEL PIPE UNDER DRAIN LF 37.3000 21,634.00 578.000 21,559 (.064" THICK) 131 4" PLASTIC PIPE UNDERDRAIN (CLEANOUT) LF 45.1500 4,515.00 0.000 0 132 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 56.1000 38,148.00 570.200 31,988 133 12" WELDED STEEL PIPE (.250" THICK) LF 226.4000 10,867.20 0.000 0 134 18" ALTERNATIVE FLARED END SECTION EA 731.0000 2,924.00 0.000 0 135 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 163.0000 2,608.00 0.000 0 (CY) 136 CONCRETE (DITCH LINING) CY 950.0000 7,600.00 7.300 6,935.00 7.300 6,935 137 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 14.0000 728.00 0.000 0 138 MINOR CONCRETE (GUTTER) (LF) LF 21.0000 79,590.00 2,458.000 51,618.00 3,893.000 81,753 139 MINOR CONCRETE (GUTTER DEPRESSION) CY 470.0000 41,830.00 168.140 79,025 140 MISCELLANEOUS IRON AND STEEL LB 1.7000 57,793.20 28,883.000 49,101 (F) 141 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 15.0000 55,575.00 1,616.000 24,240.00 3,705.000 55,575 142 CHAIN LINK FENCE (TYPE CL-6) LF 60.0000 3,240.00 20.000 1,200.00 20.000 1,200 143 3.5' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 DELINEATOR (CLASS 1) EA 40.0000 1,360.00 0.000 0 147 GUARD RAILING DELINEATOR EA 35.0000 1,295.00 0.000 0 148 OBJECT MARKER EA 40.0000 360.00 0.000 0 149 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 21,580.00 825.000 21,450.00 825.000 21,450 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 31,200.00 481.000 31,265.00 481.000 31,265 151 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 5.000 15,000.00 5.000 15,000 152 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 1.000 600.00 1.000 600 153 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 154 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000 155 CONCRETE BARRIER (TYPE 60) LF 80.0000 8,000.00 93.100 7,448.00 93.100 7,448 156 CONCRETE BARRIER (TYPE 60C) LF 100.0000 28,000.00 77.500 7,750.00 265.500 26,550 PROGRAM CAS145 PAGE 7 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 60D) LF 40.0000 145,600.00 1,483.400 59,336.00 3,559.000 142,360 158 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 300.0000 38,400.00 125.500 37,650.00 125.500 37,650 159 CONCRETE BARRIER (TYPE 60SC MODIFIED) LF 230.0000 32,200.00 43.300 9,959.00 134.300 30,889 160 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 120,000.00 1,496.000 119,680 161 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 180.0000 165,600.00 922.000 165,960 162 CONCRETE BARRIER (TYPE 736SV) LF 115.0000 570,400.00 4,960.000 570,400 163 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 22,850.00 0.000 0 164 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,420.00 0.000 0 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,870.00 0.000 0 (BROKEN 12-3) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 19,850.00 0.000 0 (BROKEN 34-14) 167 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 2,650.00 0.000 0 168 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 19,230.00 0.000 0 169 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 10,360.00 0.000 0 170 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.100 300 SYSTEM ELEMENTS DURING CONSTRUCTION 171 LIGHTING (TEMPORARY) LS 15,000.0000 15,000.00 0.050 750.00 0.900 13,500 172 LIGHTING AND SIGN ILLUMINATION LS 96,000.0000 96,000.00 0.890 85,440 173 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.670 6,700 174 MICROWAVE VEHICLE DETECTION SYSTEM LS 51,000.0000 51,000.00 0.960 48,960 175 TEMPORARY TRAFFIC OPERATION SYSTEM LS 86,000.0000 86,000.00 0.880 75,680 176 TRAFFIC OPERATIONS SYSTEM LS 900,000.0000 900,000.00 0.070 63,000.00 0.740 666,000 177 CAMERA CONTROL UNIT EA 2,000.0000 6,000.00 2.000 4,000 178 VIDEO ENCODER UNIT EA 3,500.0000 10,500.00 0.000 0 179 GENERAL PACKET RADIO SYSTEM (GPRS) EA 750.0000 4,500.00 0.000 0 WIRELESS MODEM ASSEMBLY 180 POWER STRIP EA 200.0000 1,400.00 0.000 0 181 HYBRID CAMERA CABLE LF 5.0000 4,500.00 600.000 3,000 182 EQUIPMENT SHELF WITH BRACKETS EA 250.0000 1,750.00 0.000 0 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 TEMPORARY COVER SQYD 2.5000 18,425.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/17/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285H4 TIME 10:33 AM ESTIMATE NO. 16 BID OPENING 11/28/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/14 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 06/17/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,012,284.62 19,132,185.71 ADJUSTMENT OF COMPENSATION 171,149.48 455,930.08 EXTRA WORK 70,566.36 959,473.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,254,000.46 20,547,589.26 185 MOBILIZATION LS 1,676,000.0000 1,676,000.00 1.000 1,676,000 ORIGINAL CONTRACT AMOUNT 21,356,584.55 TOTAL WORK COMPLETED 1,254,000.46 22,223,589.26 MATERIALS ON HAND ON SITE 41,575.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,285.00 TOTAL 1,254,000.46 22,254,879.71 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 01/25/13 172 03/21/13 03/21/13 08/01/14 272 40 71 0 94% 98% PROGRESS IS SATISFACTORY OWE CCO DAYS SHARMA, JYOTSNA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/14