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 03/23/17 EST. NO. 007 TIME 09:00 AM R.E. NAME: FOSTER, DALLIA 06-2HT104 --------------------------------------------------------------------------- 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 0043 1,217.37 E.W. @ F.A.(+) 092116 Y 0097.0 0052 1,392.70 101816 N 0126.0 0056 2,193.42 121916 Y 0137.0 0057 1,647.53 121916 Y 0138.0 0084 5,209.66 012417 N 0178.0 0085 785.52 011917 Y 0182.0 0086 441.95 010917 Y 0183.0 0087 2,578.89 121116 Y 0184.0 0088 439.79 012417 Y 0188.0 0089 3,350.42 011617 Y 0189.0 0090 376.90 011517 Y 0190.0 0091 3,363.92 012917 Y 0191.0 0093 1,671.37 111816 Y 0193.0 0094 271.96 012417 Y 0194.0 0095 282.01 012617 Y 0195.0 0096 241.72 012717 Y 0196.0 0097 5,515.82 021517 Y 0198.0 0099 2,240.85 012417 Y 0205.0 0100 5,475.32 012617 Y 0206.0 0101 382.17 020217 Y 0209.0 0102 576.58 013017 Y 0210.0 0103 201.44 020117 Y 0211.0 0104 221.59 020217 Y 0212.0 0105 6,086.27 122716 Y 0213.0 0106 1,168.18 011017 Y 0214.0 0107 5,338.48 011717 Y 0215.0 0108 1,963.91 101116 Y 0237.0 0109 261.87 013117 Y 0238.0 0110 295.18 020617 Y 0239.0 0111 1,029.93 020817 Y 0248.0 0112 363.57 020217 Y 0249.0 002 0007 213.16 E.W. @ F.A.(+) 020617 Y 294116 003 0004 810.64 E.W. @ F.A.(+) 121316 Y 292326 004 0004 300.00 E.W. @ F.A.(+) 013017 N 0180.0 0005 3,500.00 120716 N 0179.1 005 0002 750.00 E.W. @ F.A.(+) 111516 N 0181.0 0003 750.00 022117 N 0301.0 006 0036 787.77 E.W. @ F.A.(+) 111416 Y 0236.0 0037 394.44 011617 Y 0240.0 0038 733.43 012917 Y 0241.0 0039 694.46 020717 Y 0244.0 0040 856.49 020917 Y 0250.0 0041 2,792.37 010317 Y 0251.0 0042 3,519.20 011817 Y 0252.0 0043 208.42 021417 Y 0266.0 0044 1,288.82 021417 Y 0267.0 0045 1,029.07 021517 Y 0268.0 0046 842.76 021617 Y 0269.0 0049 4,645.44 111416 Y 0284.0 0050 1,520.69 110816 Y 0286.0 0051 7,709.43 121416 Y 0287.0 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 03/23/17 EST. NO. 007 TIME 09:00 AM R.E. NAME: FOSTER, DALLIA 06-2HT104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0052 594.84 120116 Y 0288.0 0053 1,901.19 112916 Y 0289.0 0054 1,509.51 113016 Y 0283.0 0055 2,452.31 120116 Y 0256.0 0056 507.90 120816 Y 0257.0 0057 3,047.32 120716 Y 0258.0 0058 992.68 120516 Y 0259.0 0059 2,536.89 112216 Y 0260.0 0060 1,015.78 120216 Y 0261.0 0061 3,171.06 112316 Y 0262.0 0071 3,110.53 093016 Y 292271 0072 3,181.88 092916 Y 292280 0076 2,171.42 102616 Y 295852 008 0033 16,903.04 E.W. @ F.A.(+) 121516 Y 0124.0 0035 3,990.25 091216 N 001 0 0036 1,204.16 112816 Y 0132.0 0041 1,154.12 112816 N 5.01 0 0042 797.83 112916 N 5.02 0 0043 7,993.68 091316 N 2 0 0044 1,188.84 011617 Y 0185.0 0045 2,252.03 011717 Y 0186.0 0046 726.68 012017 Y 0187.0 0047 752.60 011217 Y 0197.0 0051 1,533.36 011617 Y 0201.0 0052 105.61 011717 Y 0200.0 0053 340.92 011617 Y 0202.0 0054 1,056.07 011817 Y 0203.0 0055 2,068.28 110716 Y 0242.0 0056 369.43 021017 Y 0253.0 0057 618.01 020917 Y 0254.0 0058 6,029.38 021017 Y 0263.0 0060 2,310.00 120516 Y 0290.0 0061 1,362.13 021617 Y 0291.0 0062 324.55 020617 Y 0295.0 0064 603.91 010417 Y 0278.0 0065 1,275.19 121416 Y 0279.0 0066 2,589.11 120916 Y 0282.0 0067 1,024.62 102616 Y 0280.0 0068 1,022.07 102716 Y 0281.0 0075 3,630.00 101716 Y 0068.1 0076 2,986.50 101316 Y 0069.1 0077 3,388.00 101416 Y 0070.1 0078 3,789.50 101216 Y 0071.1 0079 1,386.00 090216 Y 0311.0 0080 3,988.87 090816 Y 292104 0082 1,169.58 120216 Y 292343 015 0003 16,319.95 E.W. @ F.A.(+) 110316 Y 0109.0 0004 1,604.50 110216 Y 0110.0 0008 3,162.36 101716 Y 0114.0 0018 7,009.16 102216 Y 0120.0 0022 3,974.11 101316 Y 0247.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 03/23/17 EST. NO. 007 TIME 09:00 AM R.E. NAME: FOSTER, DALLIA 06-2HT104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 228,130.59 TOTAL THIS ESTIMATE 334,260.58 TOTAL PREVIOUS ESTIMATE 562,391.17 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 03/23/17 EST. NO. 007 TIME 09:00 AM R.E. NAME: FOSTER, DALLIA 06-2HT104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LNE CLS 8 24 16 -16,601.00 005 SWPPP -5,000.00 007 -5,000.00 -21,601.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 0.00 -10,000.00 TOTAL DEDUCTIONS -5,000.00 -31,601.00 PROGRAM CAS145 PAGE 1 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-99-23.5/26.7 ----------------------- GRANITE CONSTRUCTION COMPANY IN THE CITY OF FRESNO, ON ROUTE 99 PO BOX 50085 FROM CLINTON AVENUE TO ASHLAN WATSONVILLE CA 95077 AVENUE FED. AID NO. N O N E ROUTE 99 REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,409.8000 7,409.80 0.750 5,557 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,616.4900 16,616.49 0.250 4,154 003 TIME-RELATED OVERHEAD (WDAY) WDAY 20,072.4900 10,337,332.35 16.000 321,159.84 104.000 2,087,538 004 CONSTRUCTION AREA SIGNS LS 70,966.2700 70,966.27 0.040 2,838.65 0.410 29,096 005 TRAFFIC CONTROL SYSTEM LS 1,874,745.0400 1,874,745.04 0.030 56,242.35 0.200 374,949 006 TYPE III BARRICADE EA 101.0600 23,243.80 8.000 808.48 47.000 4,749 007 CHANNELIZER (SURFACE MOUNTED) EA 41.4300 9,528.90 28.000 1,160.04 86.000 3,562 008 TRAFFIC PLASTIC DRUM EA 132.5300 22,530.10 12.000 1,590.36 47.000 6,228 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 121,948.5500 121,948.55 0.030 3,658.46 0.200 24,389 011 TEMPORARY RAILING (TYPE K) LF 15.5400 1,145,298.00 5,100.000 79,254.00 18,220.000 283,138 012 TEMPORARY CRASH CUSHION MODULE EA 272.2900 70,795.40 22.000 5,990.38 57.000 15,520 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,800.9400 88,009.40 4.000 35,203.76 8.000 70,407 SYSTEM 014 TEMPORARY TRAFFIC SCREEN LF 5.0500 198,970.00 1,220.000 6,161.00 11,740.000 59,287 015 JOB SITE MANAGEMENT LS 150,056.1500 150,056.15 0.150 22,508 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1.1200 1.12 0.530 0 PLAN 017 STORM WATER ANNUAL REPORT EA 896.4000 1,792.80 0.000 0 018 MOVE-IN/MOVE-OUT EA 984.0600 5,904.36 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY SOIL BINDER SQYD 0.2200 5,324.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 157.4500 39,362.50 38.000 5,983 022 TEMPORARY FIBER ROLL LF 2.8800 8,640.00 0.000 0 023 TEMPORARY SILT FENCE LF 2.3100 23,100.00 3,386.000 7,821 PROGRAM CAS145 PAGE 2 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,117.8900 85,650.46 1.300 7,953.26 6.500 39,766 025 STREET SWEEPING LS 659,120.8500 659,120.85 0.200 131,824 026 TEMPORARY CONCRETE WASHOUT LS 134,425.9700 134,425.97 0.033 4,436.06 0.202 27,154 027 ASBESTOS COMPLIANCE PLAN LS 22,410.1000 22,410.10 1.000 22,410 028 TEMPORARY FENCE (TYPE ESA) LF 4.7000 752.00 360.000 1,692 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7800 16,848.00 9,972.000 7,778 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING(BRIDGE) LS 44,310.6500 44,310.65 0.000 0 031 TREATED WOOD WASTE LB 0.0700 4,893.00 0.000 0 032 ABANDON CULVERT (LF) LF 17.0100 7,484.40 0.000 0 033 REMOVE DRY WELL EA 2,782.5500 66,781.20 1.000 2,782.55 31.000 86,259 034 REMOVE FENCE LF 5.4500 165,135.00 15,023.000 81,875 035 REMOVE GUARDRAIL LF 14.0000 43,680.00 399.000 5,586.00 967.000 13,538 036 REMOVE FLARED END SECTION EA 635.0200 1,270.04 0.000 0 037 REMOVE IRRIGATION FACILITY LS 16,942.0100 16,942.01 0.900 15,247 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2400 39,840.00 6,681.000 1,603.44 8,145.000 1,954 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4100 4,434.40 259.000 624.19 394.000 949 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,568.00 27,603.000 9,937 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0100 3,762.50 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.2000 7,008.00 137.000 164.40 730.000 876 043 REMOVE BILLBOARD SIGN EA 3,808.1400 3,808.14 0.000 0 044 REMOVE ROADSIDE SIGN EA 59.1400 8,279.60 20.000 1,182.80 111.000 6,564 045 REMOVE SIGN STRUCTURE EA 2,883.3300 34,599.96 2.000 5,766.66 5.000 14,416 046 REMOVE SIGN PANEL EA 2,584.3100 5,168.62 0.000 0 048 REMOVE CULVERT (LF) LF 24.9500 102,045.50 240.000 5,988.00 1,698.200 42,370 049 REMOVE INLET EA 635.0100 28,575.45 3.000 1,905.03 7.000 4,445 050 REMOVE HEADWALL EA 340.1900 680.38 1.000 340.19 4.000 1,360 051 REMOVE MANHOLE EA 1,360.7400 8,164.44 1.000 1,360.74 3.000 4,082 PROGRAM CAS145 PAGE 3 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.4300 284,230.00 45,170.760 19,423 054 ADJUST INLET TO GRADE EA 2,494.7000 2,494.70 0.000 0 055 RELOCATE BOOSTER PUMP LS 2,258.9400 2,258.94 0.000 0 056 RELOCATE ROADSIDE SIGN EA 277.9700 10,840.83 0.000 0 058 ADJUST MANHOLE TO GRADE EA 850.4600 9,355.06 0.500 425.23 0.500 425 059 MODIFY INLET EA 2,381.3000 7,143.90 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4300 128,968.00 0.000 0 061 REMOVE CONCRETE (CY) CY 27.7800 1,511,232.00 0.000 0 062 REMOVE CONCRETE ISLAND CY 84.8100 85,658.10 213.080 18,071 063 REMOVE CONCRETE BARRIER LF 17.0400 247,080.00 1,305.000 22,237.20 1,305.000 22,237 064 BRIDGE REMOVAL, LOCATION A LS 618,318.7900 618,318.79 0.070 43,282 065 BRIDGE REMOVAL, LOCATION B LS 506,648.2100 506,648.21 0.000 0 066 BRIDGE REMOVAL, LOCATION C LS 427,422.3400 427,422.34 0.000 0 067 BRIDGE REMOVAL (PORITION), LOCATION A LS 6,646.5900 6,646.59 0.000 0 068 BRIDGE REMOVAL (PORITION), LOCATION B LS 6,646.5900 6,646.59 0.000 0 069 ROADWAY EXCAVATION CY 22.8200 7,690,340.00 22,332.320 509,623.54 110,320.810 2,517,520 070 ROADWAY EXCAVATION (TYPE Y-2) CY 45.6800 89,989.60 0.000 0 (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (BRIDGE) CY 242.9100 1,352,765.79 980.000 238,051 (F) 072 STRUCTURE EXCAVATION (CRASH WALL) CY 26.7400 282,374.40 0.000 0 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 94.2700 698,069.35 102.750 9,686.24 2,206.000 207,959 (F) 074 STRUCTURE EXCAVATION (GRAVITY WALL) CY 98.4200 92,416.38 0.000 0 076 STRUCTURE BACKFILL (BRIDGE) CY 89.1800 391,321.84 0.000 0 (F) 077 STRUCTURE BACKFILL (CRASH WALL) CY 52.8500 138,519.85 0.000 0 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 49.9000 582,183.30 0.000 0 (F) 079 STRUCTURE BACKFILL (GRAVITY WALL) CY 270.4200 183,074.34 0.000 0 080 PREVIOUS BACKFILL MATERIAL (RETAINING CY 135.5000 18,834.50 0.000 0 (F) WALL) 081 PREVIOUS BACKFILL MATERIAL (GRAVITY CY 105.2100 16,097.13 0.000 0 WALL) PROGRAM CAS145 PAGE 4 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 082 ROADSIDE CLEARING LS 2,215.5300 2,215.53 0.050 110.78 0.900 1,993 083 PRUNE EXISTING PLANTS LS 1,355.3600 1,355.36 0.400 542.14 0.500 677 086 IRON SULFATE (LB) LB 0.5600 526.40 0.000 0 087 SOIL AMENDMENT CY 33.8800 1,355.20 0.000 0 088 PACKET FERTILIZER EA 0.1100 583.00 0.000 0 089 PLANT (GROUP M) EA 2.2600 3,503.00 0.000 0 090 PLANT (GROUP A) EA 9.0400 14,825.60 0.000 0 091 PLANT (GROUP B) EA 22.5900 23,945.40 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 28,236.6900 28,236.69 0.300 8,471 093 PLANT ESTABLISHMENT WORK LS 20,330.4100 20,330.41 0.000 0 094 GRAVEL MULCH SQFT 1.4700 690.90 0.000 0 095 WOOD MULCH CY 45.1800 253,911.60 0.000 0 096 ROOT PROTECTOR EA 22.5900 23,945.40 0.000 0 097 CHECK AND TEST EXISTING IRRIGATION LS 1,694.2000 1,694.20 0.400 677.68 0.950 1,609 FACILITIES 098 OPERATE EXISTING IRRIGATION FACILITIES LS 16,942.0100 16,942.01 0.250 4,235 099 CONTROL AND NEUTRAL CONDUCTORS LS 55,089.7800 55,089.78 0.000 0 (ARMOR-CLAD) 100 1" REMOTE CONTROL VALVE EA 338.8400 1,355.36 0.000 0 101 1 1/2" REMOTE CONTROL VALVE EA 395.3100 12,254.61 0.000 0 102 2" REMOTE CONTROL VALVE EA 451.7900 1,355.37 0.000 0 103 2" WYE STRAINER ASSEMBLY EA 564.7300 7,341.49 0.000 0 104 24-32 STATION IRRIGATION CONTROLLER EA 22,589.3500 67,768.05 0.000 0 (WALL MOUNTED) 105 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.5100 4,202.40 0.000 0 106 3" BACKFLOW PREVENTER ASSEMBLY EA 4,066.0800 12,198.24 0.000 0 107 BACKFLOW PREVENTER BLANKET EA 169.4200 508.26 0.000 0 108 FLOW SENSOR EA 564.7300 1,694.19 0.000 0 109 POP-UP SPRINKLER ASSEMBLY EA 62.1200 10,560.40 0.000 0 110 ROOT WATERING BUBBLER ASSEMBLY (12) EA 56.4700 6,776.40 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 111 ROOT WATERING BUBBLER ASSEMBLY (20) EA 56.4700 93,175.50 0.000 0 112 ROOT WATERING BUBBLER ASSEMBLY (36) EA 56.4700 32,187.90 0.000 0 113 3" GATE VALVE EA 677.6800 8,809.84 0.000 0 114 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3300 267,759.00 0.000 0 LINE) 115 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.7800 37,086.60 0.000 0 LINE) 116 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 56,910.00 0.000 0 (SUPPLY LINE) 117 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.3400 25,690.00 0.000 0 (SUPPLY LINE) 118 2" PLASTIC PIPE (SCHEDULE 40) LF 7.6800 96,768.00 0.000 0 (SUPPLY LINE) 119 3" PLASTIC PIPE (CLASS 315) LF 8.4700 65,473.10 0.000 0 (SUPPLY LINE) 120 PRESSURE REGULATING VALVE EA 1,129.4700 10,165.23 0.000 0 121 QUICK COUPLIING VALVE EA 338.8400 1,016.52 0.000 0 122 CHECK VALVE EA 225.8900 15,586.41 0.000 0 123 10" CORRUGATED STEEL PIPE CONDUIT LF 28.2400 16,379.20 233.000 6,579.92 353.000 9,968 (.064" THICK) 124 8" WELDED STEEL PIPE CONDUIT LF 262.0400 3,668.56 0.000 0 125 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 181,500.00 0.000 0 (SQFT) 126 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 133,200.00 0.000 0 127 HYDROMULCH SQFT 0.0400 8,880.00 0.000 0 128 FIBER ROLLS LF 2.8600 138,710.00 0.000 0 129 HYDROSEED SQFT 0.0600 13,320.00 0.000 0 130 COMPOST SQFT 0.1000 187,000.00 0.000 0 131 INCORPORATE MATERIALS SQFT 0.0300 56,100.00 0.000 0 132 CLASS 2 AGGREGATE BASE (CY) CY 48.9600 1,953,504.00 1,208.000 59,143.68 3,460.420 169,422 133 HOT MIX ASPHALT (TYPE A) TON 75.7700 7,425,460.00 1,848.810 140,084.33 18,855.430 1,428,675 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.8500 880,259.50 0.000 0 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1800 20,691.00 0.000 0 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 543.40 0.000 0 137 TACK COAT TON 459.7700 73,563.20 1.710 786.21 2.080 956 PROGRAM CAS145 PAGE 6 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 138 CONTINUOUSLY REINFORCED CONCRETE CY 241.1800 7,573,052.00 3,660.190 882,764.62 16,873.580 4,069,570 PAVEMENT 139 JOINTED PLAIN CONCRETE PAVEMENT CY 254.7700 5,681,371.00 2,562.740 652,909 140 DOWEL BAR (DRILL AND BOND) EA 34.6900 16,304.30 0.000 0 141 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3200 188,239.36 0.000 0 (F) LOCATION A 142 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2600 563,368.06 0.000 0 (F) LOCATION B 143 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2700 441,806.04 0.000 0 (F) LOCATION C 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 85.3900 4,184.11 0.000 0 PILING 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 94.1200 2,593,100.12 8,520.250 801,925 PILING 146 30" CAST-IN-DRILLED-HOLE CONCRETE LF 149.8000 447,902.00 0.000 0 PILING 147 60" CAST-IN-DRILLED-HOLE CONCRETE LF 600.2000 216,072.00 0.000 0 PILING 148 66" CAST-IN-DRILLED-HOLE CONCRETE LF 832.5100 1,778,241.36 0.000 0 PILING 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.9200 370,239.12 85.500 29,148.66 85.500 29,148 (F) 153 STRUCTURAL CONCRETE, WALL COPING CY 1,813.5300 79,795.32 0.000 0 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 493.1400 3,084,097.56 0.000 0 (F) 155 STRUCTURAL CONCRETE, GRAVITY WALL CY 422.0400 311,887.56 0.000 0 (F) 156 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 694.0900 2,106,563.15 0.000 0 (F) FIBER) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 433.3300 1,620,654.20 526.100 227,974.91 1,303.790 564,971 (F) 159 STRUCTURAL CONCRETE, BARRIER SLAB CY 568.6700 533,981.13 0.000 0 (F) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0700 416,481.34 0.000 0 (F) (TYPE N) 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.7700 113,211.65 0.000 0 (F) (TYPE N MODIFIED) 162 STRUCTURAL CONCRETE, DEADMAN ANCHOR CY 700.2200 91,028.60 0.000 0 (F) 163 TEMPORARY INLET EA 7,370.6900 29,482.76 1.000 7,370.69 5.000 36,853 164 STRUCTURAL CONCRETE, CRASH WALL CY 422.2300 2,206,996.21 0.000 0 (F) 165 MINOR CONCRETE CY 716.6000 283,773.60 0.000 0 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 1,372.1200 780,736.28 2.130 2,922.62 324.860 445,746 (F) 167 MINOR CONCRETE (BACKFILL) CY 283.4900 153,084.60 216.300 61,318.89 216.300 61,318 (F) 168 WESTERN BASALT TEXTURE SQFT 19.8900 704,802.15 2,231.000 44,374.59 4,735.000 94,179 (F) PROGRAM CAS145 PAGE 7 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,810.8500 288,108.50 10.000 288,108 WIDE FLANGE GIRDER (80'-90') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,211.2500 1,117,816.25 26.000 785,492 WIDE FLANGE GIRDER (90'-100') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,617.6900 276,941.52 8.000 276,941 WIDE FLANGE GIRDER (110'-120') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,759.5400 937,469.42 12.000 489,114 WIDE FLANGE GIRDER (120'-130') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 51,591.5300 1,031,830.60 11.000 567,506.83 20.000 1,031,830 WIDE FLANGE GIRDER (150'-160') 174 ERECT PRECAST PRESTRESSED CONCRETE EA 10,582.1500 1,037,050.70 0.000 0 (F) GIRDER 175 JOINT SEAL (MR 1 1/2") LF 78.1700 23,685.51 0.000 0 176 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 307.0900 26,409.74 0.000 0 177 JOINT SEAL ASSEMBLY (MR 3") LF 307.0900 26,409.74 0.000 0 178 JOINT SEAL (MR 2") LF 100.5000 28,542.00 0.000 0 179 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 3,467,361.39 23,886.000 29,379.78 57,943.000 71,269 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0700 809,119.02 84,262.000 90,160.34 390,494.000 417,828 (F) 181 BAR REINFORCING STEEL (WALL COPING) LB 1.0100 6,477.13 0.000 0 (F) 182 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.1700 31,167.63 0.000 0 (F) 183 BAR REINFORCING STEEL (CRASH WALL) LB 0.9500 1,515,211.05 0.000 0 (F) 185 HEADED BAR REINFORCEMENT EA 3.3500 529.30 0.000 0 (F) 186 BAR REINFORCING STEEL (DEADMAN ANCHOR) LB 1.1200 18,902.24 0.000 0 (F) 187 STRUCTURAL STEEL (BRIDGE) LB 6.7000 75,656.40 0.000 0 (F) 188 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.5600 109,440.00 0.000 0 189 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.9200 22,080.00 0.000 0 190 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4400 553,840.00 0.000 0 191 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 46,690.00 0.000 0 192 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 19.0300 11,418.00 0.000 0 WITHOUT WALKWAY) 193 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6100 2,766.00 0.000 0 WITHOUT WALKWAY) 194 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.9100 100,395.20 0.000 0 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 3,689.60 0.000 0 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 1,454.40 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 3,305.90 0.000 0 (0.080"-FRAMED) 198 METAL BARRIER MOUNTED SIGN LB 18.9300 32,938.20 0.000 0 199 ROADSIDE SIGN - ONE POST EA 354.8600 19,162.44 0.000 0 200 ROADSIDE SIGN - TWO POSTS EA 1,123.7300 11,237.30 0.000 0 201 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.0300 3,672.81 0.000 0 METHOD) 202 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.2300 2,584.40 0.000 0 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 5,188.50 0.000 0 (0.063"-UNFRAMED) FOR TYPE XI 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 2,060.40 0.000 0 (0.080"-UNFRAMED) FOR TYPE XI 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.8400 1,266.84 0.000 0 (0.063"-FRAMED) FOR TYPE XI 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 9,154.80 0.000 0 (0.080"-FRAMED) FOR TYPE XI 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7300 4,824.60 0.000 0 208 SOUND WALL (MASONARY BLOCK) SQFT 24.7500 436,936.50 5,720.000 141,570.00 15,693.000 388,401 (F) 210 PREPARE AND STAIN CONCRETE SQFT 3.4200 69,063.48 0.000 0 211 ANTI-GRAFFITI COATING SQFT 0.8500 224,136.50 0.000 0 (F) 212 18" ALTERNATIVE PIPE CULVERT LF 93.1700 62,423.90 0.000 0 213 24" ALTERNATIVE PIPE CULVERT LF 108.2400 898,392.00 210.000 22,730.40 1,577.000 170,694 214 30" ALTERNATIVE PIPE CULVERT LF 131.9700 320,687.10 1,950.000 257,341 215 36" ALTERNATIVE PIPE CULVERT LF 150.3000 586,170.00 0.000 0 217 18" REINFORCED CONCRETE PIPE LF 100.9700 228,192.20 108.000 10,904.76 228.000 23,021 218 24" REINFORCED CONCRETE PIPE LF 117.2500 111,387.50 198.000 23,215.50 206.000 24,153 219 36" REINFORCED CONCRETE PIPE LF 212.1900 1,294,359.00 2,900.500 615,457 220 42" REINFORCED CONCRETE PIPE LF 245.0500 225,446.00 920.000 225,446 221 48" REINFORCED CONCRETE PIPE LF 350.0300 52,504.50 136.000 47,604 222 30" REINFORCED CONCRETE PIPE LF 150.2200 178,761.80 734.000 110,261 223 JACK AND BORE 24" REINFORCED CONCRETE LF 678.2100 162,770.40 246.000 166,839 PIPE 224 JACK AND BORE 36" REINFORCED CONCRETE LF 1,134.3200 136,118.40 120.000 136,118 PIPE 225 GEOCOMPOSITE DRAIN SQFT 3.8100 53,911.50 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 227 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.6800 30,647.20 0.000 0 (.064" THICK) 228 18" STEEL FLARED END SECTION EA 1,020.5600 3,061.68 0.000 0 229 18" CONCRETE FLARED END SECTION EA 1,757.6200 1,757.62 0.000 0 230 24" CONCRETE FLARED END SECTION EA 1,871.0200 7,484.08 0.000 0 231 36" CONCRETE FLARED END SECTION EA 3,231.7600 3,231.76 0.000 0 232 42" CONCRETE FLARED END SECTION EA 4,309.0200 12,927.06 0.000 0 233 24" ALTERNATIVE FLARED END SECTION EA 1,247.3500 1,247.35 0.000 0 234 36" PRECAST CONCRETE PIPE INLET LF 589.6600 2,948.30 0.000 0 236 ROCK SLOPE PROTECTION CY 284.1800 65,361.40 0.000 0 (FACING, METHOD B) (CY) 237 CONCRETE (CONCRETE APRON) CY 947.6500 37,906.00 0.000 0 238 SLOPE PAVING (CONCRETE) CY 1,031.8800 43,338.96 0.000 0 239 SLOPE PAVING (CONCRETE) (STAMPED SQFT 15.4600 217,012.02 0.000 0 (F) FRACTURED ROCK TEXTURE) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6700 3,231.90 0.000 0 241 MINOR CONCRETE (CURB) (CY) CY 860.1000 12,901.50 14.430 12,411 242 MINOR CONCRETE (PCC DIKE) CY 596.3600 83,490.40 0.000 0 243 MINOR CONCRETE (GUTTER)(LF) LF 44.2800 131,378.76 0.000 0 244 MINOR CONCRETE (MISCELLANEOUS CY 886.2100 5,317.26 0.000 0 CONSTRUCTION) 245 MINOR CONCRETE (CURB AND GUTTER) CY 863.3000 8,633.00 0.000 0 247 MINOR CONCRETE (TEXTURED PAVING) TYPE 1- CY 744.7900 789,477.40 0.000 0 FRACTURED ROCK PATTERN 248 MINOR CONCRETE (TEXTURED PAVING) TYPE 2- CY 715.1500 157,333.00 0.000 0 RIVER STONE PATTERN, NOINTEGRAL COLOR 249 MINOR CONCRETE (TEXTURED PAVING) TYPE 3- CY 861.2700 198,092.10 0.000 0 RIVER STONE PATTERN, BURNT RED COLOR 250 MINOR CONCRETE (TEXTURED PAVING) TYPE 4- CY 740.9200 318,595.60 0.000 0 SMOOTH PATTERN 251 BOOSTER PUMP EA 13,553.6100 27,107.22 0.000 0 252 MISCELLANEOUS IRON AND STEEL LB 3.2700 169,958.25 239.000 781.53 5,736.000 18,756 (F) 253 MANHOLE FRAME AND COVER EA 1,814.3200 48,986.64 7.000 12,700 254 MISCELLANEOUS METAL (BRIDGE) LB 5.5800 9,301.86 0.000 0 (F) 255 MISCELLANEOUS METAL (TIE ROD) LF 35.7300 121,374.81 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 256 18" REINFORCED CONCRETE PIPE LF 132.8700 259,096.50 0.000 0 (HIGH SPEED RAIL) 257 24" REINFORCED CONCRETE PIPE LF 113.0800 356,202.00 0.000 0 (HIGH SPEED RAIL) 258 36" REINFORCED CONCRETE PIPE LF 318.9000 6,378.00 0.000 0 (HIGH SPEED RAIL) 259 8" PVC PIPE (HIGH SPEED RAIL) LF 39.6900 9,922.50 0.000 0 260 MINOR CONCRETE (MINOR STRUCTURE) CY 1,703.1400 255,471.00 0.000 0 (HIGH SPEED RAIL) 261 PREPARED SUBGRADE (HIGH SPEED RAIL) CY 62.5000 1,487,500.00 0.000 0 262 DRAINAGE INLET (TYPE D) (FMFCD) EA 5,335.2900 96,035.22 1.600 8,536.46 3.200 17,072 263 DRAINAGE INLET (TYPE DD) (FMFCD) EA 7,947.6500 15,895.30 0.000 0 264 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,930.5700 13,513.99 0.000 0 265 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 4,765.7700 85,783.86 1.800 8,578.39 4.500 21,445 266 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 5,901.7300 23,606.92 3.600 21,246 267 MANHOLE (TYPE A - CASE 3) (FMFCD) EA 11,237.2300 56,186.15 1.800 20,227.01 4.500 50,567 270 FURNISH AND INSTALL 14" WATER MAIN(CITY) LF 196.7200 428,849.60 2,100.000 413,112 271 FURNISH AND INSTALL 16" DUCTILE IRON LF 197.8200 146,386.80 776.000 153,508 WATER MAIN IN STEEL CASING (CITY) 272 FURNISH AND INSTALL 24" STEEL CASING LF 1,066.8600 138,691.80 0.000 0 (CITY) 273 JACK AND BORE 28" STEEL CASING LF 793.9900 484,333.90 718.000 570,084 (0.50" THICK) (CITY) 274 JACK AND BORE 64" STEEL CASING LF 1,690.0200 2,501,229.60 960.000 1,622,419 (1" THICK) (CITY) 275 FURNISH AND INSTALL 8" SEWER MAIN(CITY) LF 75.0000 106,500.00 442.000 33,150 276 FURNISH AND INSTALL 10" SEWER MAIN(CITY) LF 85.2600 175,635.60 780.000 66,502 277 FURNISH AND INSTALL 45" SEWER MAIN(CITY) LF 708.9700 829,494.90 905.000 641,617 278 FURNISH AND INSTALL 6" SEWER SERVICE EA 1,911.8800 11,471.28 1.000 1,911 (CITY) 279 FURNISH AND INSTALL 8" FIRE SERVICE EA 9,238.7300 18,477.46 0.900 8,314 (WATER MAIN - CITY) 280 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 6,525.9200 123,992.48 8.400 54,817 281 CONSTRUCT 72" SPECIAL SEWER MANHOLE EA 25,876.4200 103,505.68 0.800 20,701 (CITY) 283 FURNISH AND INSTALL 1.5" WATER SERVICE EA 6,633.3300 19,899.99 2.780 18,440 AND METER BOX (CITY) 284 FURNISH AND INSTALL 2" WATER SERVICE EA 7,307.9000 7,307.90 0.000 0 AND METER BOX (CITY) 285 FURNISH AND INSTALL 4" WATER SERVICE EA 15,848.7700 15,848.77 0.000 0 AND METER BOX (CITY) PROGRAM CAS145 PAGE 11 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 286 FURNISH AND INSTALL FIRE HYDRANTS (CITY) EA 9,556.9300 86,012.37 5.000 47,784 287 REMOVE WATER MAINS (CITY) LF 20.9100 203,663.40 1,040.000 21,746.40 4,256.000 88,992 288 ABANDON WATER MAINS (CITY) LF 17.1100 26,349.40 0.000 0 289 ABANDON SEWER MAINS (CITY) LF 9.0000 16,380.00 0.000 0 290 REMOVE 45" SEWER MAINS (CITY) LF 123.7100 12,371.00 0.000 0 291 ABANDON SEWER HOUSE BRANCH (CITY) EA 652.2900 42,398.85 0.000 0 292 REMOVE SEWER MANHOLES (CITY) EA 2,699.1200 16,194.72 2.000 5,398.24 2.000 5,398 293 REMOVE FIRE HYDRANT (CITY) EA 1,367.1200 12,304.08 5.000 6,835 294 RELOCATE EXIST HOUSE BRANCH (CITY) EA 1,911.8800 3,823.76 0.000 0 295 ADJUST WATER VALVE LID TO GRADE (CITY) EA 336.8000 2,357.60 3.000 1,010.40 3.000 1,010 296 CONCRETE MASONRY WALL (CITY) SQFT 37.2400 31,654.00 0.000 0 297 CONCRETE VALLEY GUTTER (CITY) CY 512.0100 56,321.10 0.000 0 298 CURB (CITY) CY 755.6000 83,116.00 0.000 0 299 CURB AND GUTTER (CITY) CY 452.9000 240,037.00 4.160 1,884.06 94.400 42,753 300 CURB RAMP (CITY) CY 889.0000 36,449.00 5.360 4,765.04 5.360 4,765 301 DETECTABLE WARNING SURFACE (CITY) SQFT 39.1400 16,438.80 255.000 9,980.70 255.000 9,980 302 DRIVEWAY (CITY) CY 506.7500 101,350.00 21.370 10,829.25 25.540 12,942 303 SIDEWALK (CITY) CY 528.1500 411,957.00 96.700 51,072.11 96.700 51,072 304 TEXTURED PAVING (CITY) CY 951.4500 19,980.45 0.000 0 305 REMOVE BRICK WALL (CITY) LF 340.8500 23,859.50 0.000 0 306 REMOVE CONCRETE (CITY) CY 80.7200 62,961.60 64.730 5,225.01 255.730 20,642 307 REMOVE CONCRETE WALL (CITY) LF 34.0900 10,908.80 0.000 0 308 REMOVE RET WALL (CITY) LF 90.8900 43,627.20 0.000 0 309 30" REINFORCED CONCRETE PIPE (RUBBER LF 159.4600 65,378.60 416.000 66,335 GASKET JOINT) (FID) 310 36" REINFORCED CONCRETE PIPE (RUBBER LF 205.1000 69,734.00 376.000 77,117 GASKET JOINT) (FID) 311 42" REINFORCED CONCRETE PIPE (RUBBER LF 510.2800 147,981.20 297.500 151,808 GASKET JOINT) (FID) 312 60" CONCRETE STAND PIPE (FID) LF 1,050.0700 14,700.98 31.650 33,234 PROGRAM CAS145 PAGE 12 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 314 60" STEEL CASING (0.844" THICKNESS)(FID) LF 1,572.2100 455,940.90 282.000 443,363 315 ABANDON CULVERT (FID) LF 10.2100 10,618.40 0.000 0 317 REGULATION BOX (FID) EA 48,759.9700 48,759.97 1.000 48,759 318 REMOVE CULVERT (FID) LF 119.0700 9,049.32 85.000 10,120.95 464.000 55,248 319 REMOVE EXIST REGULATION BOX (FID) EA 2,267.9100 2,267.91 1.000 2,267 320 T-VENT PIPE (FID) EA 3,401.8600 6,803.72 0.400 1,360.74 2.000 6,803 323 4" PLASTIC CONDUIT (AT&T) LF 67.5400 925,298.00 4,838.000 326,758.52 8,127.000 548,897 324 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 38,920.1300 311,361.04 3.000 116,760.39 5.000 194,600 325 BARREL VAULT (AT&T) EA 5,061.8800 5,061.88 0.000 0 332 CHAIN LINK RAILING (TYPE 3L MODIFIED) LF 223.8400 313,376.00 0.000 0 333 CHAIN LINK FENCE (TYPE CL-6) LF 12.8100 149,877.00 0.000 0 334 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 205.7800 291,796.04 0.000 0 335 SECURITY FENCE (TYPE SF-8) LF 225.3200 51,823.60 0.000 0 336 6' SECURITY GATE (TYPE SF-7) EA 2,663.5100 7,990.53 0.000 0 337 8' CHAIN LINK GATE (TYPE CL-6) EA 1,163.3100 16,286.34 0.000 0 338 DELINEATOR (CLASS 1) EA 55.3900 6,646.80 0.000 0 339 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0100 178,396.40 0.000 0 340 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 74.3500 110,038.00 0.000 0 342 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 103.3400 161,313.74 0.000 0 (F) 343 TUBULAR HANDRAILING LF 96.9900 8,535.12 0.000 0 (F) 344 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 299.9500 424,129.30 0.000 0 (F) 345 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 266.5400 69,566.94 0.000 0 (F) 346 CONCRETE BARRIER (TRANSITION) LF 325.2400 8,131.00 0.000 0 347 CABLE RAILING LF 33.3000 76,223.70 0.000 0 (F) 348 CHAIN LINK FENCE (TYPE CL-2.5,BW) LF 45.3800 546,239.06 0.000 0 349 EXTENSION ARM (BARBWIRE) LF 28.2200 39,056.48 0.000 0 350 TRANSITION RAILING (TYPE WB-31) EA 5,600.9600 78,413.44 0.000 0 PROGRAM CAS145 PAGE 13 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 351 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.1800 7,351.26 0.000 0 352 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,060.6900 44,667.59 0.000 0 353 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,220.5500 28,984.95 0.000 0 355 CONCRETE BARRIER (TYPE 60F) LF 290.3900 59,529.95 0.000 0 357 CONCRETE BARRIER (TYPE 60) LF 61.5600 781,812.00 0.000 0 359 CONCRETE BARRIER (TYPE 60C) LF 87.1200 724,838.40 0.000 0 360 CONCRETE BARRIER (TYPE 60D) LF 81.1300 83,726.16 0.000 0 361 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 219.6300 65,669.37 0.000 0 362 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 98.7300 678,176.37 0.000 0 363 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 162.6200 5,366.46 0.000 0 364 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.7600 332,115.44 0.000 0 (F) 365 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 48.7900 353,337.18 0.000 0 366 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 119.5000 90,820.00 0.000 0 (F) 367 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 225.6900 4,513.80 0.000 0 (F) 376 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 53,040.00 22,079.000 5,298.96 52,087.000 12,500 377 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0700 10,407.30 1,895.000 5,817.65 2,581.000 7,923 378 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0100 963.20 1,700.000 5,117 379 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0100 31,304.00 907.000 2,730.07 1,641.000 4,939 380 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,350.4800 17,350.48 0.100 1,735 SYSTEM ELEMENTS DURING CONSTRUCTION 381 SIGNAL AND LIGHTING (LOCATION 1) LS 216,153.3100 216,153.31 0.000 0 382 SIGNAL AND LIGHTING (LOCATION 2) LS 207,981.7900 207,981.79 0.000 0 383 SIGNAL AND LIGHTING CITY (LOCATION 1) LS 320,144.2100 320,144.21 0.000 0 384 SIGNAL AND LIGHTING CITY (LOCATION 2) LS 127,833.8100 127,833.81 0.000 0 385 SIGNAL AND LIGHTING CITY (LOCATION 3) LS 37,163.5900 37,163.59 0.000 0 386 SIGNAL AND LIGHTING CITY (LOCATION 4) LS 37,387.4800 37,387.48 0.000 0 387 SIGNAL AND LIGHTING CITY (LOCATION 5) LS 38,171.0500 38,171.05 0.000 0 388 SIGNAL AND LIGHTING STAGE 4 LS 773,831.0900 773,831.09 0.050 38,691.55 0.081 62,680 PROGRAM CAS145 PAGE 14 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 391 SIGNAL AND LIGHTING STAGE 2A LS 413,053.2000 413,053.20 0.681 281,289 392 CITY LIGHTING LS 468,126.9500 468,126.95 0.024 11,235.05 0.044 20,597 393 LIGHTING AND SIGN ILLUMINATION LS 433,985.7000 433,985.70 0.010 4,339 394 INTELLIGENT TRANSPORTATION SYSTEMS LS 2,312,985.9700 2,312,985.97 0.026 60,137.64 0.078 180,412 395 WEIGH-IN-MOTION SYSTEM LS 627,191.6200 627,191.62 0.010 6,271 396 REMOVE EXISTING ELECTRICAL SYSTEMS LS 107,237.1200 107,237.12 0.033 3,538.82 0.233 24,986 397 GROUNDING AND BONDING (STRUCTURES) LS 1,987,580.6500 1,987,580.65 0.000 0 398 WATER METER CHARGES LS 13,390.9300 13,390.93 0.000 0 399 IRRIGATION WATER SERVICE CHARGES LS 5,538.8300 5,538.83 0.000 0 401 TYPE II BARRICADE EA 158.3300 3,166.60 0.000 0 402 MODIFY MANHOLE EA 2,154.5100 10,772.55 0.900 1,939.06 2.700 5,817 403 CLEARING AND GRUBBING (LS) LS 793,058.1000 793,058.10 0.900 713,752 404 DEVELOP WATER SUPPLY LS 357,012.1700 357,012.17 0.450 160,655 405 PLACE HOT MIX ASPHALT SQYD 173.2900 693.16 0.000 0 (MISCELLANEOUS AREA) 406 INDIVIDUAL SLAB REINFORCEMENT (RSC) CY 1,057.9300 264,482.50 0.000 0 407 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 509.5400 514,635.40 0.000 0 408 16" CAST-IN-DRILLED HOLE CONCRETE PILING LF 68.3800 58,806.80 858.000 58,670 (SOUND WALL) 409 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 576.6600 6,343.26 0.000 0 (SIGN FOUNDATION) 410 36" CAST-IN-DRILLED-HOLE-CONCRETE PILE LF 720.8300 51,899.76 0.000 0 (SIGN FOUNDATION) 411 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 922.6600 202,985.20 0.000 0 (SIGN FOUNDATION) 412 TEMPORARY CULVERT (24" APC) LF 100.0500 31,015.50 50.000 5,002.50 238.000 23,811 413 TEMPORARY CULVERT (24" SLOTTED CSP) LF 130.6000 238,998.00 952.000 124,331.20 1,829.000 238,867 414 18" ALTERNATIVE FLARED END SECTION EA 1,133.9500 1,133.95 0.000 0 415 FURNISH AND INSTALL 64" STEEL CASING LF 1,687.2000 1,046,064.00 70.000 118,104 (CITY) 416 MODIFY SEWER MAIN DROP MANHOLE (CITY) EA 4,554.7800 13,664.34 1.000 4,554 417 MEDIAN ISLAND PAVING (CITY) CY 503.6000 443,168.00 0.000 0 418 FURNISH AND INSTALL 16" PVC WATER MAIN LF 285.0000 632,700.00 936.000 266,760 (CITY) PROGRAM CAS145 PAGE 15 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 420 REMOVE UTILITY VAULT (AT&T) EA 2,778.8900 100,040.04 0.000 0 421 ABANDON UTILITY VAULT (AT&T) EA 13,645.0200 13,645.02 0.000 0 422 REMOVE UTILITY CONDUIT (AT&T) LF 28.2700 384,472.00 0.000 0 424 MARKER EA 221.5500 886.20 0.000 0 425 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,789.0200 52,789.02 0.000 0 426 THERMOPLATIC PAVEMENT MARKING SQFT 5.4200 37,560.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 427 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 51,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 428 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 1,386.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 429 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 36,918.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 430 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 25,038.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 431 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 265.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 432 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 20,736.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 433 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,316.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 435 TABLET COMPUTERS EA 1,699.4100 25,491.15 15.000 25,491 436 TEMPORARY SHUTTLE SERVICE LS 243,821.9800 243,821.98 0.000 0 437 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.1800 961.40 0.000 0 438 REMOVE SEWER MAINS (CITY) LF 31.4900 51,643.60 85.000 2,676 439 ABANDON SEWER MANHOLES (CITY) EA 3,036.5200 6,073.04 2.000 6,073 440 2" POLYVINYL CHLORIDE CONDUIT (COMCAST) LF 9.4000 61,570.00 0.000 0 441 CHAIN LINK RAILING (MODIFIED) LF 89.9700 15,564.81 0.000 0 443 FURNISH NON POTABLE WATER MGAL 26.0300 1,561,800.00 0.000 0 444 TEMPORARY WOOD POLE (COMCAST) LS 29,954.3200 29,954.32 1.000 29,954 446 REMOVE UTILITY CONDUIT - ASBESTOS (AT&T) LF 41.8500 464,535.00 0.000 0 447 PROPOSED SCOPE REDUCTIONS LS -12,200,000.0000-12,200,000.00 0.000 0 PROGRAM CAS145 PAGE 16 DATE 03/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 09:00 AM ESTIMATE NO. 007 BID OPENING 05/13/16 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: FOSTER, DALLIA DATE OF THIS ESTIMATE 03/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,308,757.88 28,442,308.08 ADJUSTMENT OF COMPENSATION 0.00 9,577.31 EXTRA WORK 228,130.59 552,813.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,536,888.47 29,004,699.25 448 MOBILIZATION LS 11,396,418.6900 11,396,418.69 0.950 10,826,597 ORIGINAL CONTRACT AMOUNT 127,651,409.07 TOTAL WORK COMPLETED 4,536,888.47 39,831,297.01 MATERIALS ON HAND ON SITE 243,819.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -31,601.00 TOTAL 4,531,888.47 40,043,515.21 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 07/25/16 515 08/08/16 08/08/16 11/08/18 104 47 0 0 31% 20% PROGRESS IS SATISFACTORY FOSTER, DALLIA RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/17