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 03/22/17 EST. NO. 012 TIME 02:31 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- 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 0037 1,696.45 E.W. @ F.A.(+) 092716 N 0146.0 0049 1,402.50 091616 N 0188.0 0050 579.53 121916 N 0215.0 0051 589.65 122016 N 0216.0 0052 579.53 122016 N 0217.0 0053 7,669.83 122116 N 0218.0 0054 244.12 010517 N 0219.0 0055 1,188.37 011517 N 0220.0 0056 2,922.72 011617 N 0221.0 0057 1,311.28 012417 N 0222.0 0058 61.64 012517 N 0223.0 0059 585.75 012517 N 0224.0 0060 214.10 012717 N 0225.0 0061 1,347.54 120116 N 0201.0 0062 854.80 120216 N 0202.0 0063 841.47 120516 N 0203.0 0064 1,391.75 120616 N 0204.0 0065 854.80 121116 N 0205.0 0066 1,099.47 121416 N 0206.0 0067 1,178.06 121916 N 0207.0 0068 1,158.06 122016 N 0208.0 0069 1,441.49 121316 N 0211.0 0070 4,331.66 121416 N 0212.0 0071 579.53 121616 N 0213.0 0072 717.79 121816 N 0214.0 002 0003 2,250.00 E.W. @ F.A.(+) 020817 N 0189.0 004 0038 3,894.46 E.W. @ F.A.(+) 120516 N 0190.0 0039 3,513.99 120616 N 0191.0 007 0001 2,030.39 E.W. @ F.A.(+) 012517 N 0226.0 0002 9,663.94 012517 N 0227.0 0003 15,802.53 012617 N 0228.0 0004 11,310.81 012717 N 0229.0 0005 11,660.73 012817 N 0230.0 0006 28,257.07 013017 N 0231.0 013 0001 21,763.20 E.W. @ U.P (+) 011817 N CR5.10 0002 9,281.16 011817 N CR#5.2 018 0022 4,987.31 E.W. @ F.A.(+) 121316 N 0179.0 019 0004 21,388.04 A.C. @ U.P.(+) 121616 N CR#6 0 0005 7,132.30 031617 N CR6S10 020 0006 6,340.93 E.W. @ F.A.(+) 102516 N 0167.0 021 0011 1,790.78 E.W. @ F.A.(+) 012417 N 0192.0 0012 1,667.81 012517 N 0193.0 023 0009 934.85 E.W. @ F.A.(+) 120616 N 0194.0 0010 5,720.59 121116 N 0195.0 0011 1,175.45 121216 N 0196.0 0012 1,197.77 121316 N 0197.0 0013 795.89 121616 N 0198.0 0014 2,103.19 121816 N 0199.0 0015 1,909.09 121916 N 0200.0 029 0002 348,600.00 A.C. @ U.P.(+) 031617 N CR8S10 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/22/17 EST. NO. 012 TIME 02:31 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 560,014.17 TOTAL THIS ESTIMATE 965,652.99 TOTAL PREVIOUS ESTIMATE 1,525,667.16 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 03/22/17 EST. NO. 012 TIME 02:31 PM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECT CIDH PILES -4,000.00 008 REJECT CIDH PILES -4,000.00 011 0.00 -8,000.00 TOTAL DEDUCTIONS 0.00 -8,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 LOCATION PROGRESS ESTIMATE 04-ALA-880-2.9/27.3 ----------------- BAY CITIES PAVING & GRADING, IN ALAMEDA COUNTY, IN FREMONT, INC. UNION CITY, HAYWARD, SAN LEANDRO, DAVID NOTT AND OAKLAND, FROM 0.4 MILES SOUTH 1450 CIVIC CT #400 BLDG B OF FREMONT BOULEVARD OVERCROSSING CONCORD CA 94520 TO 0.3 MILES SOUTH OF HIGH STREET FED. AID NO. HSNH-PI ( ) ,880-1 (74)E INSTALL MEDIAN CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,887.5000 2,887.50 1.000 2,887 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,413.0000 5,413.00 0.500 2,706 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,845.0000 1,051,650.00 18.000 33,210.00 185.000 341,325 004 CONSTRUCTION AREA SIGNS LS 20,475.0000 20,475.00 0.650 13,308 005 TRAFFIC CONTROL SYSTEM LS 1,223,500.0000 1,223,500.00 0.032 39,152.00 0.327 400,084 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.1000 88,830.00 6,200.000 13,020.00 30,179.000 63,375 007 CHANNELIZER (SURFACE MOUNTED) (LS) LS 11,235.0000 11,235.00 0.160 1,797.60 0.610 6,853 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 34,771.0000 34,771.00 0.032 1,112.67 0.301 10,466 009 TEMPORARY RAILING (TYPE K) (LS) LS 1,824,000.0000 1,824,000.00 0.140 255,360.00 0.710 1,295,040 010 TEMPORARY CRASH CUSHION MODULE (LS) LS 35,280.0000 35,280.00 0.375 13,230 011 TEMPORARY ALTERNATIVE CRASH CUSHION LS 31,813.0000 31,813.00 0.300 9,543.90 0.800 25,450 012 JOB SITE MANAGEMENT LS 73,696.0000 73,696.00 0.043 3,168.93 0.335 24,688 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 656.2500 656.25 0.600 393 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0900 4,796.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 142.0500 42,615.00 100.000 14,205 016 TEMPORARY FIBER ROLL LF 2.7100 4,878.00 700.000 1,897 017 TEMPORARY GRAVEL BAG BERM LF 14.7300 1,473.00 0.000 0 018 TEMPORARY SILT FENCE LF 3.3100 5,958.00 3,243.000 10,734 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,945.0000 14,725.00 2.000 5,890 020 STREET SWEEPING LS 19,140.0000 19,140.00 0.040 765.60 0.320 6,124 021 TEMPORARY DEWATERING AND NON-STORM WATER LS 12,079.0000 12,079.00 0.400 4,831 DISCHARGE CONTROL SYSTEM 022 TEMPORARY CONCRETE WASHOUT LS 15,750.0000 15,750.00 0.280 4,410 PROGRAM CAS145 PAGE 2 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FENCE (TYPE ESA) LF 2.4000 45,120.00 9,591.000 23,018 024 TREATED WOOD WASTE LB 0.2600 2,834.00 0.000 0 025 NOISE MONITORING LS 250.0000 250.00 0.000 0 026 REMOVE GUARDRAIL LF 5.2500 3,412.50 0.000 0 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 13,746.00 1,016.000 802.64 9,775.000 7,722 028 REMOVE PAVEMENT MARKER EA 1.0500 14,070.00 887.000 931.35 6,354.000 6,671 029 REMOVE ROADSIDE SIGN EA 105.0000 9,240.00 13.000 1,365.00 64.000 6,720 030 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,675.0000 3,675.00 0.000 0 031 REMOVE SIGN STRUCTURE (EA) EA 5,775.0000 51,975.00 2.000 11,550.00 8.000 46,200 032 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 525.0000 525.00 0.000 0 PANEL FRAME 033 REMOVE ASPHALT CONCRETE DIKE LF 32.0000 6,400.00 0.000 0 034 REMOVE CULVERT (LF) LF 92.2500 167,895.00 117.000 10,793.25 655.000 60,423 035 MODIFY INLET TO MANHOLE EA 1,850.0000 1,850.00 0.500 925.00 0.500 925 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 30,888.00 4,672.000 30,835 037 REMOVE CONCRETE BARRIER LF 23.0000 2,691,000.00 7,432.000 170,936.00 76,671.000 1,763,433 038 BRIDGE REMOVAL (PORTION), LOCATION A LS 2,608.2000 2,608.20 1.000 2,608 039 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,550.0500 3,550.05 1.000 3,550 040 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,240.5500 5,240.55 1.000 5,240 041 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,550.0500 3,550.05 1.000 3,550 042 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,796.0000 5,796.00 1.000 5,796 043 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,586.0000 5,586.00 1.000 5,586 044 BRIDGE REMOVAL (PORTION), LOCATION G LS 6,423.9000 6,423.90 1.000 6,423.90 1.000 6,423 045 BRIDGE REMOVAL (PORTION), LOCATION H LS 2,390.8500 2,390.85 0.000 0 046 BRIDGE REMOVAL (PORTION), LOCATION I LS 4,660.9500 4,660.95 0.000 0 047 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,415.0000 2,415.00 0.000 0 048 BRIDGE REMOVAL (PORTION), LOCATION K LS 2,125.2000 2,125.20 0.000 0 049 BRIDGE REMOVAL (PORTION), LOCATION L LS 1,207.5000 1,207.50 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION M LS 845.2500 845.25 0.000 0 051 DEVELOP WATER SUPPLY LS 22,440.0000 22,440.00 0.040 897.60 0.320 7,180 052 STRUCTURE BACKFILL (SLURRY CEMENT) CY 344.7500 137,900.00 229.110 78,985 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8600 2,838.00 0.000 0 054 FIBER ROLLS LF 3.6900 4,870.80 0.000 0 055 COMPOST SQFT 0.5500 27,500.00 0.000 0 056 HOT MIX ASPHALT (TYPE A) TON 284.0000 48,280.00 20.580 5,844.72 1,059.040 300,767 057 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 161.2500 738,525.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 18.2500 1,368.75 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.2500 2,372.50 0.000 0 060 TACK COAT TON 1,000.0000 7,000.00 1.270 1,270 061 24" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 210.0000 787,500.00 42.000 8,820.00 1,740.000 365,400 (LIGHT FOUNDATION) 062 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 311,272.50 22.000 62,254 PILE (SIGN FOUNDATION) 063 48" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 2,773,155.00 78.250 221,427.94 164.750 466,201 PILE (SIGN FOUNDATION) 064 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,934.7500 5,634,720.00 120.750 354,371.06 1,269.750 3,726,398 PILE (SIGN FOUNDATION) 065 MINOR CONCRETE CY 382.5000 72,675.00 70.520 26,973 066 MINOR CONCRETE (MINOR STRUCTURE) CY 2,353.0000 155,298.00 12.300 28,941.90 36.700 86,355 (F) 067 CONCRETE SURFACE TEXTURE SQFT 11.7600 94,432.80 981.000 11,536.56 4,812.500 56,595 068 STRUCTURAL STEEL LB 2.8400 257,644.80 2,730.000 7,753.20 61,950.000 175,938 (F) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8400 606,737.60 16,800.000 47,712 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3700 79,046.80 1,680.000 621 (F) 071 METAL (BARRIER MOUNTED SIGN) LB 12.6000 158,760.00 680.000 8,568.00 6,120.000 77,112 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 5,775.00 10.000 1,050 METHOD) 073 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 23.0500 6,684.50 0.000 0 074 FURNISH LAMINATED PANEL SIGN SQFT 30.4500 95,004.00 0.000 0 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5100 23,062.10 115.000 978.65 1,175.000 9,999 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5900 38,353.80 115.000 757.85 1,175.000 7,743 077 PREPARE AND PAINT CONCRETE SQFT 42.0000 26,460.00 118.000 4,956.00 361.160 15,168 078 PREPARE AND STAIN CONCRETE SQFT 14.8100 118,924.30 981.000 14,528.61 4,812.500 71,273 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 18" ALTERNATIVE PIPE CULVERT LF 177.5000 131,350.00 102.000 18,105.00 258.000 45,795 082 21" ALTERNATIVE PIPE CULVERT LF 180.0000 30,600.00 146.000 26,280 083 24" ALTERNATIVE PIPE CULVERT LF 191.0000 32,470.00 0.000 0 084 18" ALTERNATIVE SLOTTED PIPE LF 263.7500 26,375.00 0.000 0 085 18" SLOTTED CORRUGATED STEEL PIPE LF 192.5000 177,100.00 294.000 56,595 (.064" THICK) 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 MISCELLANEOUS IRON AND STEEL LB 2.7500 35,574.00 2,718.000 7,474.50 6,957.000 19,131 (F) 088 CONCRETE BARRIER MARKER EA 31.5000 167,265.00 518.000 16,317.00 2,361.000 74,371 089 GUARD RAILING DELINEATOR EA 26.2500 1,102.50 0.000 0 090 OBJECT MARKER (TYPE L-1) EA 42.0000 294.00 0.000 0 091 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.2500 18,900.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.9500 47,281.50 0.000 0 093 CONCRETE BARRIER (TRANSITION) LF 306.6000 10,731.00 0.000 0 094 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 0.000 0 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 7,350.00 0.000 0 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 6,300.00 0.000 0 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,887.5000 14,437.50 0.000 0 098 CONCRETE BARRIER (TYPE 60C MOD CHP) LF 264.6000 111,132.00 206.000 54,507 099 CONCRETE BARRIER (TYPE 60G MOD SPECIAL LF 437.8500 232,060.50 0.000 0 SIGN 1) 100 CONCRETE BARRIER (TYPE 60 MOD CHP) LF 406.3500 22,755.60 28.000 11,377 101 CONCRETE BARRIER (TYPE 60C MOD) LF 383.2500 99,645.00 0.000 0 102 CONCRETE BARRIER (TYPE 60G MOD) LF 282.4500 2,293,494.00 671.000 189,523.95 3,324.000 938,863 PROGRAM CAS145 PAGE 5 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 60P MOD) LF 473.5500 22,730.40 0.000 0 104 CONCRETE BARRIER (TYPE 60) LF 89.2500 122,272.50 1,235.000 110,223 105 CONCRETE BARRIER (TYPE 60C) LF 113.4000 138,348.00 0.000 0 106 CONCRETE BARRIER (TYPE 60G) LF 113.4000 8,924,580.00 7,444.000 844,149.60 47,180.000 5,350,212 107 CONCRETE BARRIER (TYPE 60GC) LF 134.4000 1,208,256.00 986.000 132,518.40 8,185.000 1,100,064 108 CONCRETE BARRIER (TYPE 60GE) LF 338.1000 3,056,424.00 832.000 281,299.20 5,061.000 1,711,124 109 CONCRETE BARRIER (TYPE 60GE MOD) LF 369.6000 225,456.00 277.000 102,379 110 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 595.3500 220,279.50 0.000 0 TRANSITION) 111 CONCRETE BARRIER (TYPE 60GP) LF 241.5000 202,860.00 264.000 63,756.00 624.000 150,696 112 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 509.2500 809,707.50 0.000 0 CLOSURE) 113 CONCRETE BARRIER (TYPE 60 MOD) LF 290.8500 81,438.00 256.000 74,457 114 CONCRETE BARRIER (TYPE 60 GCP) LF 362.2500 21,735.00 108.000 39,123 115 CONCRETE BARRIER (TYPE 60GC MOD) LF 305.5500 391,104.00 128.000 39,110 116 CONCRETE BARRIER (TYPE 60GE HGBR) LF 675.1500 391,587.00 0.000 0 117 CONCRETE BARRIER (TYPE 60SD MOD) LF 701.4000 32,965.80 0.000 0 118 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 142.8000 273,462.00 1,005.000 143,514 119 CONCRETE BARRIER (TYPE 60GA MODIFIED 2) LF 229.9500 11,497.50 0.000 0 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 31,429.00 0.000 0 (BROKEN 36-12) 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 30,681.00 710.000 2,236.50 3,795.000 11,954 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 14,826.00 305.000 1,281.00 1,299.000 5,455 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.540 2,835 SYSTEM ELEMENTS DURING CONSTRUCTION 124 LIGHTING AND SIGN ILLUMINATION LS 2,100,000.0000 2,100,000.00 0.255 535,500 125 TOLLING SYSTEM INFRASTRUCTURE LS 2,100,000.0000 2,100,000.00 0.050 105,000.00 0.750 1,575,000 126 TRAFFIC OPERATIONS SYSTEM LS 1,470,000.0000 1,470,000.00 0.465 683,550 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 ABANDON CULVERT (LF) LF 25.3000 8,349.00 90.000 2,277 129 SAND BACKFILL CY 240.0000 2,400.00 5.890 1,413 PROGRAM CAS145 PAGE 6 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CONCRETE BACKFILL (PIPE TRENCH) CY 270.0000 16,200.00 17.300 4,671 (F) 131 CONCRETE BARRIER (TYPE 60G MOD 2) LF 514.5000 298,410.00 0.000 0 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 BRIDGE REMOVAL (PORTION), LOCATION N LS 1,593.9000 1,593.90 0.000 0 134 BRIDGE REMOVAL (PORTION), LOCATION O LS 4,105.5000 4,105.50 0.000 0 135 BRIDGE REMOVAL (PORTION), LOCATION P LS 2,221.8000 2,221.80 0.000 0 136 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 262.5000 15,487.50 14.670 3,850.88 29.340 7,701 (LIGHT FOUNDATION) 137 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 151.2000 25,704.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J0704 TIME 02:31 PM ESTIMATE NO. 012 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,895,751.96 22,689,791.96 ADJUSTMENT OF COMPENSATION 377,120.34 844,278.38 EXTRA WORK 182,893.83 681,388.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,455,766.13 24,215,459.12 138 MOBILIZATION LS 4,307,275.0000 4,307,275.00 0.050 215,363.75 1.000 4,307,275 ORIGINAL CONTRACT AMOUNT 49,896,755.50 TOTAL WORK COMPLETED 3,671,129.88 28,522,734.12 MATERIALS ON HAND ON SITE 510,850.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,000.00 TOTAL 3,671,129.88 29,025,584.39 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 03/29/16 570 04/14/16 04/14/16 10/29/18 185 46 0 0 54% 32% PROGRESS IS SATISFACTORY SINGH, BAHADUR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/17