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 03/24/15 EST. NO. 051 TIME 02:58 PM R.E. NAME: GANDRATHI, SUNIL 06-324504 --------------------------------------------------------------------------- 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 0329 1,541.73 E.W. @ F.A.(+) 081314 N 1165 0 0352 136.76 112114 N 1143 0 0353 547.36 112114 N 1144 0 0355 2,336.36 122014 N 1173 0 0356 372.05 122214 N 1176 0 0357 2,361.39 011415 N 1207 0 0363 9,604.68 092614 N 073710 0364 2,243.88 122214 N 1171 0 0365 2,318.68 123114 N 1172 0 0366 118.24 012615 N 1225 0 0368 684.32 022315 N 1261 0 016 0030 12,252.29 A.C. @ U.P.(+) 032315 N 030 0 025 0002 980.00 E.W. @ L.S.(+) 031615 N 005 0 0003 1,560.00 A.C. @ L.S.(+) 031615 N 0005 0 028 0003 2,300.00 A.C. @ L.S.(+) 031615 N 0003 0 032 0116 1,389.73 E.W. @ F.A.(+) 010815 N 1182 0 036 0001 2,000.00 E.W. @ L.S.(+) 031615 N 0005 0 039 0005 35,791.01 A.C. @ L.S.(+) 031515 N 015 0 0006 11,881.98 A.C. @ U.P.(+) 031515 N 006 0 041 0003 31,000.00 E.W. @ L.S.(+) 031515 N 0005 0 042 0013 9,677.51 E.W. @ U.P (+) 101512 N 0527B0 0014 4,545.33 101612 N 0528B0 047 0001 2,308.16 E.W. @ L.S.(+) 031615 N 0005 0 0002 693.18 A.C. @ L.S.(+) 031615 N 0006 0 051 0008 412.62 E.W. @ F.A.(+) 010915 N 1188 0 0009 3,137.32 010815 N 1336 0 0010 1,052.25 010915 N 1337 0 0011 5,245.57 011215 N 1338 0 0012 2,235.49 011315 N 1339 0 0013 1,389.61 021215 N 1242 0 0014 2,665.17 012715 N 1342 0 0015 1,915.20 012815 N 1343 0 056 0002 21,662.93 A.C. @ L.S.(+) 031615 N 0003 0 057 0004 8,500.00 A.C. @ L.S.(+) 031515 N 005 0 062 0004 2,340.59 E.W. @ F.A.(+) 021314 N 0881 0 064 0008 2,835.17 E.W. @ F.A.(+) 022515 N 1269 0 073 0006 3,574.20 E.W. @ F.A.(+) 010815 N 1185 0 0007 1,624.62 020515 N 1236 0 0008 1,548.48 020615 N 1237 0 0009 1,195.21 021715 N 1246 0 0010 1,625.90 022715 N 1279 0 0011 9,634.17 010915 N 1333A0 0012 10,190.22 010815 N 1332A0 0018 4,958.46 021015 N 1265 0 0019 10,493.30 021715 N 1266 0 0020 8,885.62 021815 N 1254 0 0021 4,958.46 022015 N 1253 0 0022 9,218.34 030915 N 1296 0 0023 9,218.34 031015 N 1298 0 074 0014 3,848.01 E.W. @ F.A.(+) 010715 N 1183 0 0016 1,102.23 011615 N 1197 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 03/24/15 EST. NO. 051 TIME 02:58 PM R.E. NAME: GANDRATHI, SUNIL 06-324504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0019 1,253.34 012215 N 1215 0 0020 313.34 012315 N 1216 0 0021 193.00 012915 N 1220 0 0022 229.25 013015 N 1221 0 0023 4,017.70 012715 N 1223 0 0024 4,432.98 010815 N 1184 0 0025 3,272.23 011415 N 1192 0 0026 2,047.25 011515 N 1195 0 0027 3,085.57 012815 N 1219 0 0028 5,605.72 011315 N 1191 0 0029 1,508.98 012615 N 1224 0 0030 713.42 022015 N 1257 0 0031 4,686.05 022415 N 1262 0 0032 4,136.27 022515 N 1267 0 0033 3,517.76 022615 N 1271 0 0034 1,453.77 022715 N 1274 0 0036 430.90 012115 N 1243 0 315,009.65 TOTAL THIS ESTIMATE 4,830,870.90 TOTAL PREVIOUS ESTIMATE 5,145,880.55 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 03/24/15 EST. NO. 051 TIME 02:58 PM R.E. NAME: GANDRATHI, SUNIL 06-324504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCT T-GIRDERS -484.00 007 56CYS@$5.50/CY PCC -308.00 010 REJCTD JOB MIX FRMLU -6,000.00 015 FAILURE TO SUBMT CPM -93,172.82 016 JMF RETEST -3,000.00 017 LATE TRAFFIC OPENING -8,678.00 017 RECD CPM SUBMITTAL 93,172.82 017 OUT OF STATE INSPECT -5,000.00 023 SURVEY CHARGES -2,000.00 024 OUT OF STATE INSP -5,000.00 025 CONCRETE AGGREGATE -16,400.00 026 CISS PILE-OUT STATE -5,000.00 028 2 JMF VERIFICATION -6,000.00 028 NON PERFORM SWPP -233,454.33 031 SWPPP -10,000.00 031 REL SWPPP DEDUCT 243,454.33 032 SWPPP DEDUCTION -300,972.76 033 RELEASE SWPPP DED. 300,972.76 034 LD 23 DAYS @ 1050000 -241,500.00 044 LD 23DAYS @10500.00 241,500.00 045 HMA DEDUCT 2232.54 -147,347.64 051 -147,347.64 -205,217.64 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 006 RECD PYRL #6 5,000.00 007 MISS PYRL -10,000.00 017 RECD PYRL #17 10,000.00 019 MISS PYRL -3,000.00 029 MISS PYRL -1,000.00 035 RECD PYRL #35 1,000.00 037 REC'D PYRLS 3,000.00 039 MISSING PAYROLLS -1,000.00 051 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -148,347.64 -206,217.64 PROGRAM CAS145 PAGE 1 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 LOCATION PROGRESS ESTIMATE 06-TUL-99-41.3/53.9 ----------------- 06-FRE-99-0.0/1.2 DIABLO CONTRACTORS INC IN TULARE AND FRESNO COUNTIES IN 7 CROW CANYON COURT SUITE 100 AND NEAR KINGSBURG FROM 0.2 MILE SAN RAMON CA 94583 NORTH OF NORTH GOSHEN OVERHEAD TO 0.2 MILE NORTH OF ROUTE 99/201 CONEJO AVE SEPARATION FED. AID NO. HPLU-6206(10)E ,L-6206(10)E WIDEN ROAD WITH HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.750 3,750 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,200,000.00 66.000 132,000.00 593.000 1,186,000 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 2,760.00 3,112.000 6,224 005 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 1.000 30,000 006 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.929 55,740 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.871 2,613 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.4000 87,120.00 950.000 2,280.00 14,970.160 35,928 009 TEMPORARY SILT FENCE LF 2.4000 14,784.00 960.000 2,304.00 6,576.000 15,782 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 250.0000 8,000.00 81.000 20,250 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 48,000.00 20.000 40,000 012 TEMPORARY COVER SQYD 3.0000 12,000.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,400.00 96.000 19,200 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 24,200.00 24,673.000 24,673 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 50,000.0000 50,000.00 0.896 44,800 016 STORM WATER ANNUAL REPORT EA 800.0000 3,200.00 2.000 1,600 017 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.771 15,420 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.929 278,700 019 TYPE II BARRICADE EA 100.0000 15,000.00 82.000 8,200 020 TYPE III BARRICADE EA 130.0000 1,300.00 16.000 2,080 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 900.00 586.000 1,758 022 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.4000 75,600.00 8,626.000 3,450.40 8,626.000 3,450 PROGRAM CAS145 PAGE 2 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 14.0000 133,420.00 9,263.000 129,682 024 TEMPORARY PAVEMENT MARKER EA 4.0000 52,400.00 1,432.000 5,728.00 15,140.000 60,560 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.929 18,580 026 TEMPORARY RAILING (TYPE K) LF 5.0000 830,000.00 204,377.000 1,021,885 027 TEMPORARY CRASH CUSHION MODULE EA 150.0000 39,000.00 918.000 137,700 028 ABANDON CULVERT LF 20.0000 6,400.00 308.200 6,164 029 REMOVE FENCE LF 1.0000 61,200.00 3,762.000 3,762.00 58,599.000 58,599 030 REMOVE METAL BEAM GUARD RAILING LF 6.0000 43,500.00 8,915.510 53,493 031 REMOVE SINGLE THRIE BEAM BARRIER LF 8.0000 936,000.00 119,208.970 953,671 032 REMOVE DOUBLE THRIE BEAM BARRIER LF 10.0000 25,000.00 3,484.510 34,845 033 REMOVE FLARED END SECTION EA 200.0000 12,400.00 46.000 9,200 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 118,800.00 31,112.250 9,333.68 442,937.250 132,881 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 378.000 1,134 036 REMOVE CONTRAST TREATMENT SQFT 3.0000 17,340.00 0.000 0 (SLURRY OR CHIP SEAL) 037 REMOVE PAVEMENT MARKER EA 1.0000 6,830.00 18,094.000 18,094 038 REMOVE CONTRAST TREATMENT SQFT 3.0000 65,721.00 0.000 0 (EPOXY GRIT OVERLAY) 039 REMOVE ROADSIDE SIGN EA 100.0000 2,500.00 0.000 0 040 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 5,800.00 10,953.990 5,477 041 REMOVE CULVERT LF 14.0000 20,020.00 16.500 231.00 952.100 13,329 042 REMOVE INLET EA 500.0000 6,000.00 1.000 500.00 13.000 6,500 043 REMOVE HEADWALL EA 500.0000 1,500.00 2.000 1,000 044 REMOVE DOWNDRAIN EA 100.0000 1,300.00 8.000 800 045 REMOVE JUNCTION BOX EA 500.0000 500.00 1.000 500 046 SALVAGE SINGLE THRIE BEAM BARRIER LF 7.0000 84,000.00 11,250.000 78,750 047 SALVAGE METAL BRIDGE RAILING LF 12.0000 18,660.00 1,132.000 13,584 048 RECONSTRUCT THRIE BEAM BARRIER LF 10.0000 40,100.00 8,666.700 86,667 049 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 30.0000 44,700.00 3,105.000 93,150 PROGRAM CAS145 PAGE 3 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 278,000.00 469.610 939.22 253,543.500 507,087 052 REMOVE CONCRETE (CURB AND GUTTER) LF 3.0000 1,950.00 324.010 972 053 REMOVE CONCRETE BARRIER (TYPE K) LF 30.0000 28,500.00 950.000 28,500 054 CLEAN BRIDGE DECK SQFT 0.5000 13,843.50 0.000 0 055 CAP INLET EA 400.0000 800.00 2.000 800 056 CAP RISER EA 200.0000 200.00 1.000 200 057 CLEAN EXISTING CULVERT EA 500.0000 34,500.00 49.000 24,500 058 REMOVE BOX CULVERT LF 100.0000 5,700.00 55.000 5,500 059 BRIDGE REMOVAL, LOCATION I LS 20,000.0000 20,000.00 1.000 20,000 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 064 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000 065 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000 066 BRIDGE REMOVAL (PORTION), LOCATION G LS 20,000.0000 20,000.00 1.000 20,000 067 BRIDGE REMOVAL (PORTION), LOCATION H LS 20,000.0000 20,000.00 1.000 20,000 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 20,000.0000 20,000.00 1.000 20,000 070 BRIDGE REMOVAL (PORTION), LOCATION M LS 20,000.0000 20,000.00 1.000 20,000 071 BRIDGE REMOVAL (PORTION) LOCATION N LS 20,000.0000 20,000.00 1.000 20,000 072 BRIDGE REMOVAL LOCATION K LS 20,000.0000 20,000.00 1.000 20,000 073 BRIDGE REMOVAL LOCATION L LS 500,000.0000 500,000.00 1.000 500,000 074 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 075 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.722 28,880 076 ROADWAY EXCAVATION CY 9.0000 2,115,000.00 239,160.182 2,152,441 PROGRAM CAS145 PAGE 4 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.958 2,874 078 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.973 2,919 079 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 38,640.00 966.000 38,640 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 37,150.00 403.000 20,150 (F) 081 SAND BACKFILL CY 60.0000 2,160.00 5.050 303 082 IMPORTED BORROW CY 1.0000 8,260.00 0.000 0 083 IMPORTED MATERIAL (SHOULDER BACKING) TON 14.0000 142,800.00 13,650.840 191,111 084 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 6,000.00 3.000 1,500 086 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 500.0000 34,000.00 18.000 9,000 087 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.000 0 088 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.588 5,880.00 0.988 9,880 089 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 090 EXTEND 8" CONDUIT LF 60.0000 7,800.00 156.000 9,360 091 CLASS 2 AGGREGATE BASE CY 16.0000 1,216,000.00 72,571.386 1,161,142 092 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 4,300.00 26.000 2,600 093 LEAN CONCRETE BASE CY 100.0000 2,960,000.00 27,785.240 2,778,524 094 HOT MIX ASPHALT TON 66.0000 13,134,000.00 6,712.800 443,044.80 250,951.870 16,562,823 095 HOT MIX ASPHALT (TYPE B) TON 72.0000 27,432.00 0.000 0 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 84.0000 2,587,200.00 0.000 0 097 RUMBLE STRIP STA 70.0000 116,900.00 1,010.000 70,700 098 DATA CORE LS 10,000.0000 10,000.00 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 124.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,800.00 0.000 0 101 PLACE HOT MIX ASPHALT SQYD 30.0000 77,100.00 354.480 10,634.40 2,513.000 75,390 (MISCELLANEOUS AREA) 102 TACK COAT TON 500.0000 160,000.00 10.350 5,175.00 268.583 134,291 103 JOINTED PLAIN CONCRETE PAVEMENT CY 100.0000 10,300,000.00 92,599.530 9,259,953 PROGRAM CAS145 PAGE 5 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SHOULDER RUMBLE STRIP STA 70.0000 80,500.00 280.000 19,600 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 105 REPLACE CONCRETE PAVEMENT CY 400.0000 696,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 106 SEAL PAVEMENT JOINT LF 4.0000 404,000.00 167,452.240 669,808 107 SEAL ISOLATION JOINT LF 4.0000 392,000.00 94,175.580 376,702 108 FURNISH STEEL PIPE PILING (PP 48 X 0.75) LF 1,000.0000 379,000.00 379.000 379,000 109 DRIVE STEEL PIPE PILING (PP 48 X 0.75) EA 10,000.0000 30,000.00 3.000 30,000 110 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 22,890.00 763.000 22,890 111 FURNISH PILING (CLASS 140) LF 20.0000 77,620.00 3,874.280 77,485 (ALTERNATIVE X) 112 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 1,000.0000 74,000.00 74.000 74,000 113 FURNISH 48" CAST-IN-STEEL SHELL LF 400.0000 906,800.00 2,595.000 1,038,000 CONCRETE PILING 114 DRIVE 48" CAST-IN-STEEL SHELL CONCRETE EA 5,000.0000 90,000.00 18.000 90,000 PILE 115 16" CAST-IN-DRILLED-HOLE CONCRETE LF 38.0000 1,007,000.00 28,080.500 1,067,059 PILING (BARRIER) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 117 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 54,300.00 181.000 54,300 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 2,608,000.00 5,189.000 2,594,500 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 283,800.00 427.000 256,200 (F) (TYPE N) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 303,100.00 190.000 133,000 (TYPE R) 121 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 728,500.00 72.000 36,000.00 1,457.000 728,500 (F) 122 CLASS 2 CONCRETE (HEADWALL) CY 1,000.0000 2,000.00 2.000 2,000 123 MINOR CONCRETE (MINOR STRUCTURE) CY 400.0000 243,200.00 1,055.470 422,188 (F) 124 MINOR CONCRETE (SOUND WALL) CY 500.0000 28,000.00 56.000 28,000 125 PAVING NOTCH EXTENSION CF 100.0000 29,000.00 78.000 7,800 126 ARCHITECTURAL TEXTURE SQFT 2.0000 19,728.00 9,773.000 19,546 (F) (DRY STACKED STONE) 127 ARCHITECTURAL TEXTURE (EMBEDDED PEA SQFT 10.0000 5,440.00 245.000 2,450 (F) GRAVEL FACE FORMED RELIEF OVER SMOOTH CONCRETE TEXTURE) 128 ARCHITECTURAL TEXTURE (SMOOTH FACE SQFT 10.0000 25,040.00 2,504.000 25,040 (F) FORMED RELIEF OVER EMBEDDED PEA GRAVEL TEXTURE) PROGRAM CAS145 PAGE 6 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DRILL AND BOND DOWEL LF 30.0000 40,800.00 21.000 630.00 1,381.000 41,430 130 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 40.0000 45,280.00 847.000 33,880 131 INJECT CRACK (EPOXY) LF 1,000.0000 4,000.00 0.000 0 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 120,000.00 12.000 120,000 GIRDER (80'-90') 133 ERECT PRECAST CONCRETE GIRDER EA 1,000.0000 12,000.00 12.000 12,000 134 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 569,088.00 35,568.000 569,088 (F) 135 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 110,208.00 6,888.000 110,208 (F) 136 JOINT SEAL (MR 1/2") LF 30.0000 20,550.00 216.000 6,480 137 JOINT SEAL ASSEMBLY (MR 3") LF 80.0000 18,400.00 70.000 5,600 138 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 1,053,671.50 16,642.000 11,649.40 1,521,887.000 1,065,320 (F) 139 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 238,860.00 12,143.000 12,143.00 239,060.000 239,060 (F) 140 TREAT BRIDGE DECK SQFT 1.0000 27,690.00 0.000 0 (F) 141 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 15,400.00 0.000 0 142 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0 143 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 715,372.50 299,749.000 749,372 (F) 144 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 286,149.00 284,072.000 284,072 (F) 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 19,800.00 1,834.000 18,340 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 380.00 0.000 0 (0.063"-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 850.00 0.000 0 (0.080"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 200.00 0.000 0 (0.063"-FRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 350.00 0.000 0 (0.080"-FRAMED) 150 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 4,500.00 0.000 0 151 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 98,000.00 140.000 98,000 (SIGN FOUNDATION) 152 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 306,000.00 384.000 345,600 (SIGN FOUNDATION) 153 METAL (RAIL MOUNTED SIGN) LB 10.0000 2,400.00 0.000 0 154 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 0.000 0 155 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 INSTALL ROADSIDE SIGN EA 300.0000 1,800.00 0.000 0 (LAMINATED WOOD BOX POST) 157 BAT HABITAT (INTERNAL) EA 500.0000 4,000.00 8.000 4,000 158 BAT HABITAT (EXTERNAL) EA 200.0000 800.00 4.000 800 159 PREPARE AND PAINT CONCRETE SQFT 2.0000 8,292.00 0.000 0 160 PREPARE AND STAIN CONCRETE SQFT 2.0000 34,328.00 4,003.000 8,006.00 10,938.000 21,876 161 PREPARE CONCRETE SURFACE SQFT 10.0000 4,800.00 196.000 1,960.00 196.000 1,960 162 18" ALTERNATIVE PIPE CULVERT LF 34.0000 85,340.00 2,533.800 86,149 163 24" ALTERNATIVE PIPE CULVERT LF 50.0000 231,000.00 4,391.500 219,575 164 36" REINFORCED CONCRETE PIPE (RUBBER LF 100.0000 7,900.00 77.000 7,700 GASKET JOINT) 165 24" REINFORCED CONCRETE PIPE (CLASS II) LF 90.0000 1,620.00 14.000 1,260 166 18" REINFORCED CONCRETE PIPE (CLASS III) LF 40.0000 81,200.00 1,962.300 78,492 167 24" REINFORCED CONCRETE PIPE (CLASS III) LF 60.0000 129,600.00 2,054.700 123,282 168 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 468,000.00 1,124.200 449,680 (CLASS II) 169 24" POLYMERIC SHEET COATED CORRUGATED LF 4.0000 1,200.00 292.800 1,171 STEEL PIPE (.109" THICK) 170 18" CORRUGATED STEEL PIPE (.109" THICK) LF 60.0000 1,260.00 20.000 1,200 171 24" CORRUGATED STEEL PIPE (.138" THICK) LF 80.0000 73,600.00 723.200 57,856 172 CLASS 1 PERMEABLE MATERIAL CY 1,000.0000 2,000.00 1.400 1,400 173 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 5,390.00 40.000 2,800 174 12" ENTRANCE TAPER EA 300.0000 2,100.00 2.000 600 175 12" DOWNDRAIN SLIP JOINT EA 300.0000 2,100.00 2.000 600 176 36" CORRUGATED STEEL PIPE INLET LF 200.0000 28,000.00 4.800 960.00 115.300 23,060 (.109" THICK) 177 24" WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 23,700.00 158.000 23,700 178 10" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 12,640.00 158.000 12,640 179 18" ALTERNATIVE FLARED END SECTION EA 400.0000 800.00 1.000 400 180 24" ALTERNATIVE FLARED END SECTION EA 500.0000 37,000.00 3.000 1,500.00 37.000 18,500 181 MANHOLE (TYPE A) EA 3,000.0000 18,000.00 6.000 18,000 182 MINOR CONCRETE (BACKFILL) CY 90.0000 60,300.00 516.500 46,485 PROGRAM CAS145 PAGE 8 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 ROCK SLOPE PROTECTION CY 120.0000 108,000.00 792.890 95,146 (BACKING NO. 2, METHOD B) 184 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 2,020.00 1,695.240 1,695 185 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 35,100.00 41.000 18,450 CONSTRUCTION) 186 MISCELLANEOUS IRON AND STEEL LB 1.4000 72,224.60 35,870.000 50,218 (F) 187 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 6,960.00 1,740.000 6,960 188 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 47,298.00 7,883.000 47,298 (F) 189 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 5.0000 207,500.00 41,373.000 206,865 190 FENCE (TYPE WM, METAL POST) LF 5.0000 89,500.00 2,475.000 12,375.00 14,564.000 72,820 191 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 16,560.00 1,372.000 16,464.00 1,372.000 16,464 192 SURVEY MONUMENT (TYPE A) EA 400.0000 12,400.00 0.000 0 193 DELINEATOR (CLASS 1) EA 50.0000 250.00 0.000 0 194 METAL BEAM GUARD RAILING (STEEL POST) LF 20.0000 16,600.00 84.750 1,695.00 965.700 19,314 195 WILDLIFE PASSAGE WAY (TYPE S) EA 100.0000 64,000.00 175.000 17,500 196 WILDLIFE PASSAGE WAY (TYPE M) EA 400.0000 10,000.00 10.000 4,000.00 22.000 8,800 197 TRANSITION RAILING (TYPE STB) EA 4,000.0000 32,000.00 5.000 20,000 198 TRANSITION RAILING (TYPE WB) EA 4,000.0000 100,000.00 1.000 4,000.00 17.000 68,000 199 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 1.000 4,000 200 END CAP (TYPE A) EA 50.0000 100.00 1.000 50.00 2.000 100 201 END CAP (TYPE TC) EA 100.0000 1,400.00 1.000 100.00 8.000 800 202 END ANCHOR ASSEMBLY (TYPE SFT) EA 100.0000 1,600.00 1.000 100.00 9.000 900 203 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 42,000.00 1.000 3,000.00 4.000 12,000 204 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 75,000.00 18.000 54,000 205 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 60.0000 48,540.00 809.000 48,540 (F) 206 CONCRETE BARRIER (TYPE 60) LF 38.0000 737,200.00 16,172.090 614,539 207 CONCRETE BARRIER (TYPE 60A) LF 80.0000 18,000.00 225.000 18,000 (F) 208 CONCRETE BARRIER (TYPE 60C) LF 50.0000 3,465,000.00 580.000 29,000.00 60,768.190 3,038,409 209 CONCRETE BARRIER (TYPE 60R) LF 120.0000 39,600.00 309.440 37,132 PROGRAM CAS145 PAGE 9 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 CONCRETE BARRIER (TYPE 736) LF 80.0000 47,120.00 589.000 47,120 (F) 211 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 344,300.00 3,358.000 335,800 (F) 212 CONCRETE BARRIER (TYPE 736SV) LF 100.0000 1,100,000.00 11,000.000 1,100,000 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 73,500.00 48,600.000 24,300 214 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,890.00 596.000 298.00 596.000 298 215 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 146,000.00 127,230.000 63,615 (BROKEN 36-12) 217 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 670.00 0.000 0 (BROKEN 17-7) 218 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 316,000.00 5,181.000 2,590.50 1,077,541.000 538,770 219 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 74,000.00 3,172.000 1,586.00 81,102.000 40,551 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 360.00 0.000 0 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 28,560.00 29.000 87.00 4,011.000 12,033 222 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 223 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.980 196,000 224 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.750 15,000 (LOCATION 1) 225 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.350 7,000 (LOCATION 2) 226 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 1) 227 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.400 8,000 (LOCATION 2) 228 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.400 8,000 (LOCATION 3) 229 MICROWAVE VEHICLE DETECTION SYSTEM LS 300,000.0000 300,000.00 0.800 240,000 230 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.840 16,800 231 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.630 12,600 232 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.550 11,000 (LOCATION 1) 233 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.450 9,000 (LOCATION 2) 234 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.200 4,000 (LOCATION 3) 235 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.470 9,400 (LOCATION 1) 236 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.200 4,000 (LOCATION 2) PROGRAM CAS145 PAGE 10 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.490 9,800 (LOCATION 1) 238 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.400 8,000 (LOCATION 2) 239 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 1) 240 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 2) 241 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 3) 242 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 4) 243 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (LOCATION 5) 244 ROADSIDE WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 0.400 16,000 (LOCATION 6) PROGRAM CAS145 PAGE 11 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:58 PM ESTIMATE NO. 051 BID OPENING 10/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 774,706.40 59,297,206.15 ADJUSTMENT OF COMPENSATION 94,641.39 2,504,918.30 EXTRA WORK 220,368.26 2,640,962.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,089,716.05 64,443,086.70 245 MOBILIZATION LS 6,200,000.0000 6,200,000.00 1.000 6,200,000 ORIGINAL CONTRACT AMOUNT 67,312,824.10 TOTAL WORK COMPLETED 1,089,716.05 70,643,086.70 MATERIALS ON HAND ON SITE 280,860.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -148,347.64 -206,217.64 TOTAL 941,368.41 70,717,729.81 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 01/19/11 600 03/15/11 03/15/11 06/04/15 671 307 108 0 96% 95% PROGRESS IS SATISFACTORY GANDRATHI, SUNIL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/15