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 11/18/15 EST. NO. 056 TIME 02:19 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 0409 3,315.58 E.W. @ F.A.(+) 081415 N 1566 0 0411 1,224.26 072915 N 1554 0 0412 459.35 082015 N 1576 0 0414 7,432.27 082615 N 1526 0 0415 1,447.22 082014 N 1080 0 0417 593.93 091615 N 1580 0 0418 1,276.48 091715 N 1581 0 0419 1,731.43 100115 N 1586 0 0420 872.68 100115 N 1587 0 0421 692.12 100715 N 1592 0 0422 1,811.17 100815 N 1593 0 004 0018 1,635.00 E.W. @ F.A.(+) 050615 N 1491 0 0019 1,987.50 071715 N 1527 0 007 0090 8,649.36 E.W. @ F.A.(+) 072015 N 1447 0 0091 2,846.25 072215 N 1551 0 0092 11,999.60 071615 N 1446 0 010 0020 7,714.57 E.W. @ F.A.(+) 070615 N 1424 0 0021 1,652.42 091615 N 1579 0 016 0031 -77,843.06 A.C. @ U.P.(-) 110415 N 105 0 017 0004 -332.14 A.C. @ L.S.(-) 110415 N 105 0 018 0128 1,818.39 E.W. @ F.A.(+) 041015 N 1570 0 051 0052 425.03 E.W. @ F.A.(+) 080715 N 1525 0 0054 610.28 061615 N 1524 0 0056 224.59 041615 N 1529 0 0057 199.03 100715 N 1591 0 064 0012 2,348.66 E.W. @ F.A.(+) 100615 N 1589 0 074 0057 5,503.06 E.W. @ F.A.(+) 100815 N 1594 0 076 0018 1,395.09 E.W. @ F.A.(+) 081815 N 1572 0 -8,309.88 TOTAL THIS ESTIMATE 5,501,844.18 TOTAL PREVIOUS ESTIMATE 5,493,534.30 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 11/18/15 EST. NO. 056 TIME 02:19 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 DOWEL MISALIGNMENT -6,832.00 056 LIQ 40DAYS @$10500 -420,000.00 056 MISSING CEM-2402F -10,000.00 056 MISSING CEM-4401 -10,000.00 056 -446,832.00 -652,049.64 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 REC'D PAYROLLS 1,000.00 054 MISSING PAYROLLS -2,000.00 055 MISSING PAYROLLS -10,000.00 056 -10,000.00 -12,000.00 LIQUIDATED DAMAGES 30DAYS@10500 JULYEST -315,000.00 054 45DAYS@10500 JUNEEST -472,500.00 054 55MONTHS@500 PG&E -27,500.00 054 1-MONTH @$500 PGE -500.00 055 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/18/15 EST. NO. 056 TIME 02:19 PM R.E. NAME: GANDRATHI, SUNIL 06-324504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 31 DAYS @$10,500/DAY -325,500.00 055 0.00 -1,141,000.00 TOTAL DEDUCTIONS -456,832.00 -1,805,049.64 PROGRAM CAS145 PAGE 1 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 5,000 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,200,000.00 658.000 1,316,000 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 2,760.00 3,597.000 7,194 005 TEMPORARY SUPPORT LS 30,000.0000 30,000.00 1.000 30,000 006 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.071 4,260.00 1.000 60,000 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.129 387.00 1.000 3,000 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.4000 87,120.00 -100.000 -240.00 15,320.160 36,768 009 TEMPORARY SILT FENCE LF 2.4000 14,784.00 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 12,000.00 453.000 1,359 013 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 0.104 5,200.00 1.000 50,000 016 STORM WATER ANNUAL REPORT EA 800.0000 3,200.00 3.000 2,400.00 5.000 4,000 017 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.229 4,580.00 1.000 20,000 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.071 21,300.00 1.000 300,000 019 TYPE II BARRICADE EA 100.0000 15,000.00 68.000 6,800.00 150.000 15,000 020 TYPE III BARRICADE EA 130.0000 1,300.00 -6.000 -780.00 10.000 1,300 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 900.00 712.000 2,136 022 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.4000 75,600.00 44,099.000 17,639 PROGRAM CAS145 PAGE 2 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 133,420.00 267.000 3,738.00 9,530.000 133,420 024 TEMPORARY PAVEMENT MARKER EA 4.0000 52,400.00 15,646.000 62,584 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.071 1,420.00 1.000 20,000 026 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 2.700 54.00 310.900 6,218 029 REMOVE FENCE LF 1.0000 61,200.00 58,599.000 58,599 030 REMOVE METAL BEAM GUARD RAILING LF 6.0000 43,500.00 -571.000 -3,426.00 8,344.510 50,067 031 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 18.000 3,600.00 64.000 12,800 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 118,800.00 386,575.000 115,972 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 504.000 1,512 036 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 19,071.690 19,071 038 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 24.000 2,400 040 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 5,800.00 10,953.990 5,477 041 REMOVE CULVERT LF 14.0000 20,020.00 539.100 7,547.40 1,496.200 20,946 042 REMOVE INLET EA 500.0000 6,000.00 13.000 6,500 043 REMOVE HEADWALL EA 500.0000 1,500.00 3.000 1,500 044 REMOVE DOWNDRAIN EA 100.0000 1,300.00 5.000 500.00 13.000 1,300 045 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 18,660.00 423.000 5,076.00 1,555.000 18,660 048 RECONSTRUCT THRIE BEAM BARRIER LF 10.0000 40,100.00 9,592.530 95,925 049 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 30.0000 44,700.00 3,105.000 93,150 PROGRAM CAS145 PAGE 3 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 278,000.00 255,565.720 511,131 052 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 20.000 10,000.00 69.000 34,500 058 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 0.278 11,120.00 1.000 40,000 076 ROADWAY EXCAVATION CY 9.0000 2,115,000.00 222,237.890 2,000,141 PROGRAM CAS145 PAGE 4 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.042 126.00 1.000 3,000 078 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.027 81.00 1.000 3,000 079 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 38,640.00 966.000 38,640 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 37,150.00 743.000 37,150 (F) 081 SAND BACKFILL CY 60.0000 2,160.00 30.950 1,857.00 36.000 2,160 082 IMPORTED BORROW CY 1.0000 8,260.00 0.000 0 083 IMPORTED MATERIAL (SHOULDER BACKING) TON 14.0000 142,800.00 14,850.600 207,908 084 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 0.012 120.00 1.000 10,000 089 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 63,910.526 1,022,568 092 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 29,484.520 2,948,452 094 HOT MIX ASPHALT TON 66.0000 13,134,000.00 -47.780 -3,153.48 263,705.490 17,404,562 095 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 1,535.000 107,450 098 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 099 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 5,069.000 10,138 101 PLACE HOT MIX ASPHALT SQYD 30.0000 77,100.00 2,513.000 75,390 (MISCELLANEOUS AREA) 102 TACK COAT TON 500.0000 160,000.00 271.473 135,736 103 JOINTED PLAIN CONCRETE PAVEMENT CY 100.0000 10,300,000.00 97,521.800 9,752,180 PROGRAM CAS145 PAGE 5 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,077.500 75,425 (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 7.000 140.00 3,881.280 77,625 (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 13.000 6,500.00 5,240.000 2,620,000 (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 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 1,085.620 434,248 (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 9,864.000 19,728 (F) (DRY STACKED STONE) 127 ARCHITECTURAL TEXTURE (EMBEDDED PEA SQFT 10.0000 5,440.00 544.000 5,440 (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 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,800.00 210.000 6,300.00 1,591.000 47,730 130 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 40.0000 45,280.00 285.000 11,400.00 1,132.000 45,280 131 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 62.000 1,860.00 278.000 8,340 137 JOINT SEAL ASSEMBLY (MR 3") LF 80.0000 18,400.00 230.000 18,400 138 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 1,053,671.50 2,507.000 1,754.90 1,524,394.000 1,067,075 (F) 139 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 238,860.00 239,060.000 239,060 (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 1.000 2,000 143 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 715,372.50 310,679.000 776,697 (F) 144 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 286,149.00 30.000 30.00 310,679.000 310,679 (F) 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 10.0000 19,800.00 2,276.000 22,760 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 380.00 38.000 380.00 38.000 380 (0.063"-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 850.00 85.000 850.00 85.000 850 (0.080"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 200.00 20.000 200.00 20.000 200 (0.063"-FRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 350.00 35.000 350.00 35.000 350 (0.080"-FRAMED) 150 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 4,500.00 450.000 4,500.00 450.000 4,500 151 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 2,400.00 240.000 2,400.00 240.000 2,400 154 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 2.000 400.00 2.000 400 155 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 2.000 600.00 2.000 600 PROGRAM CAS145 PAGE 7 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 1,800.00 6.000 1,800 (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 4,146.000 8,292 160 PREPARE AND STAIN CONCRETE SQFT 2.0000 34,328.00 17,164.000 34,328 161 PREPARE CONCRETE SURFACE SQFT 10.0000 4,800.00 476.000 4,760 162 18" ALTERNATIVE PIPE CULVERT LF 34.0000 85,340.00 2,673.800 90,909 163 24" ALTERNATIVE PIPE CULVERT LF 50.0000 231,000.00 0.100 5.00 4,620.000 231,000 164 36" REINFORCED CONCRETE PIPE (RUBBER LF 100.0000 7,900.00 1.000 100.00 78.000 7,800 GASKET JOINT) 165 24" REINFORCED CONCRETE PIPE (CLASS II) LF 90.0000 1,620.00 4.000 360.00 18.000 1,620 166 18" REINFORCED CONCRETE PIPE (CLASS III) LF 40.0000 81,200.00 89.700 3,588.00 2,052.000 82,080 167 24" REINFORCED CONCRETE PIPE (CLASS III) LF 60.0000 129,600.00 65.800 3,948.00 2,280.000 136,800 168 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 468,000.00 -2.200 -880.00 1,122.000 448,800 (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 73,600.00 191.800 15,344.00 920.000 73,600 172 CLASS 1 PERMEABLE MATERIAL CY 1,000.0000 2,000.00 0.600 600.00 2.000 2,000 173 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 5,390.00 37.000 2,590.00 77.000 5,390 174 12" ENTRANCE TAPER EA 300.0000 2,100.00 5.000 1,500.00 7.000 2,100 175 12" DOWNDRAIN SLIP JOINT EA 300.0000 2,100.00 5.000 1,500.00 7.000 2,100 176 36" CORRUGATED STEEL PIPE INLET LF 200.0000 28,000.00 18.400 3,680.00 133.700 26,740 (.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 2.000 800 180 24" ALTERNATIVE FLARED END SECTION EA 500.0000 37,000.00 28.000 14,000.00 74.000 37,000 181 MANHOLE (TYPE A) EA 3,000.0000 18,000.00 6.000 18,000 182 MINOR CONCRETE (BACKFILL) CY 90.0000 60,300.00 103.600 9,324.00 660.100 59,409 PROGRAM CAS145 PAGE 8 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,133.000 16,986.20 50,937.000 71,311 (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 17,893.000 89,465 191 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 16,560.00 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 1,040.200 20,804 195 WILDLIFE PASSAGE WAY (TYPE S) EA 100.0000 64,000.00 224.000 22,400 196 WILDLIFE PASSAGE WAY (TYPE M) EA 400.0000 10,000.00 23.000 9,200 197 TRANSITION RAILING (TYPE STB) EA 4,000.0000 32,000.00 6.000 24,000 198 TRANSITION RAILING (TYPE WB) EA 4,000.0000 100,000.00 20.000 80,000 199 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 50 201 END CAP (TYPE TC) EA 100.0000 1,400.00 8.000 800 202 END ANCHOR ASSEMBLY (TYPE SFT) EA 100.0000 1,600.00 10.000 1,000 203 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 42,000.00 8.000 24,000 204 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 75,000.00 19.000 57,000 205 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 60.0000 48,540.00 809.000 48,540 (F) 206 CONCRETE BARRIER (TYPE 60) LF 38.0000 737,200.00 829.430 31,518.34 17,001.520 646,057 207 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 2,338.460 116,923.00 64,646.890 3,232,344 209 CONCRETE BARRIER (TYPE 60R) LF 120.0000 39,600.00 423.170 50,780 PROGRAM CAS145 PAGE 9 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 33.250 2,660.00 622.250 49,780 (F) 211 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 344,300.00 3,443.000 344,300 (F) 212 CONCRETE BARRIER (TYPE 736SV) LF 100.0000 1,100,000.00 89.900 8,990.00 11,089.900 1,108,990 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 73,500.00 149,825.000 74,912 214 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,890.00 3,590.000 1,795 215 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 146,000.00 284,931.000 142,465 (BROKEN 36-12) 217 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 670.00 484.000 242 (BROKEN 17-7) 218 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 316,000.00 1,078,785.000 539,392 219 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 74,000.00 144,462.000 72,231 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 360.00 0.000 0 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 28,560.00 6,887.000 20,661 222 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 0.020 4,000.00 1.000 200,000 224 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.020 400.00 1.000 20,000 (LOCATION 1) 225 MODEL 500 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.020 400.00 1.000 20,000 (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 0.600 12,000.00 1.000 20,000 (LOCATION 2) 228 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 -0.400 -8,000.00 0.000 0 (LOCATION 3) 229 MICROWAVE VEHICLE DETECTION SYSTEM LS 300,000.0000 300,000.00 0.100 30,000.00 1.000 300,000 230 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 231 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 232 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 (LOCATION 1) 233 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.150 3,000.00 1.000 20,000 (LOCATION 2) 234 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.300 6,000.00 1.000 20,000 (LOCATION 3) 235 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 (LOCATION 1) 236 MODIFY VEHICLE CLASSIFICATION STATION LS 20,000.0000 20,000.00 0.110 2,200.00 1.000 20,000 (LOCATION 2) PROGRAM CAS145 PAGE 10 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 2,000.00 1.000 20,000 (LOCATION 1) 238 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.350 7,000.00 1.000 20,000 (LOCATION 2) 239 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 1) 240 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 (LOCATION 2) 241 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 3) 242 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 (LOCATION 4) 243 ROADSIDE WEATHER INFORMATION SYSTEM LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 (LOCATION 5) 244 ROADSIDE WEATHER INFORMATION SYSTEM LS 40,000.0000 40,000.00 0.100 4,000.00 1.000 40,000 (LOCATION 6) PROGRAM CAS145 PAGE 11 DATE 11/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-324504 TIME 02:19 PM ESTIMATE NO. 056 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 10/30/15 R.E. NAME: GANDRATHI, SUNIL DATE OF THIS ESTIMATE 11/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 436,018.36 61,968,904.31 ADJUSTMENT OF COMPENSATION -78,175.20 1,880,305.87 EXTRA WORK 69,865.32 3,613,228.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 427,708.48 67,462,438.61 245 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 427,708.48 73,662,438.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -456,832.00 -1,805,049.64 TOTAL -29,123.52 71,857,388.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/19/11 600 03/15/11 03/15/11 10/30/15 703 327 103 0 100% 100% GANDRATHI, SUNIL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/15