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 11/06/12 EST. NO.15 TIME 08:59 AM R.E. NAME: HAIDAR HADDADIN 06-415904 --------------------------------------------------------------------------- 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 0204 431.25 E.W. @ F.A.(+) 060512 N 130582 0209 691.85 072612 N 146410 0210 1,603.48 012712 N 146160 014 0004 41,379.72 A.C. @ U.P.(+) 101712 N 004 0 020 0002 766.45 E.W. @ U.P (+) 102412 N 003 0 022 0001 3,839.00 E.W. @ L.S.(+) 091712 N 001 0 023 0001 8,500.00 E.W. @ L.S.(+) 092512 N 001 0 57,211.75 TOTAL THIS ESTIMATE 1,151,657.50 TOTAL PREVIOUS ESTIMATE 1,208,869.25 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 11/06/12 EST. NO.15 TIME 08:59 AM R.E. NAME: HAIDAR HADDADIN 06-415904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 2011 -10,000.00 07 RECD CEM 4401 2011 10,000.00 08 MISS CEM 4401 -10,000.00 13 RECD CEM 4401 10,000.00 14 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -5,000.00 10 MISS PYRL -10,000.00 13 RECD PYRL 15,000.00 14 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSCEM 2402F -10,000.00 13 RECD CEM 2402F 10,000.00 15 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 LOCATION FINAL ESTIMATE 06-KIN-41-11.5/20.0 -------------- GRANITE CONSTRUCTION COMPANY IN KINGS COUNTY NEAR KETTLELMAN P O BOX 50085 CITY FROM 0.1 MILE SOUTH OF UTICA WATSONVILLE CA 950775085 AVENUE TO 0.1 MILE SOUTH OF QUAIL AVENUE FED. AID NO. ACNH-P041(120)E AC OVERLAY AND WIDEN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 180,000.00 150.000 180,000 003 TEMPORARY FENCE (TYPE ESA) LF 4.5000 6,300.00 1,328.000 5,976 004 CONSTRUCTION SITE MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500 005 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 1.000 2,200 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.5000 142,500.00 0.000 0 007 TEMPORARY SILT FENCE LF 2.0000 152,000.00 0.000 0 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 0.000 0 009 MOVE-IN/MOVE-OUT EA 750.0000 2,250.00 0.000 0 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 1,950.00 6.150 1,998 011 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,600.0000 2,600.00 1.000 2,600 013 TEMPORARY HYDROSEED SQYD 0.4600 52,440.00 0.000 0 014 STORM WATER ANNUAL REPORT LS 2,000.0000 2,000.00 1.000 2,000 015 CONSTRUCTION AREA SIGNS LS 5,200.0000 5,200.00 1.000 5,200 016 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 017 TYPE III BARRICADE EA 60.0000 2,520.00 -20.000 -1,200.00 12.000 720 018 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 20,600.00 6,862.000 13,724 019 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 16.0000 2,560.00 192.000 3,072 020 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,600.00 390.000 15,600 021 TEMPORARY PAVEMENT MARKER EA 10.0000 1,200.00 120.000 1,200 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000 PROGRAM CAS145 PAGE 2 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 1.000 10,000 024 NATURAL RESOURCE PROTECTION PLAN LS 4,200.0000 4,200.00 0.200 840.00 0.500 2,100 025 ABANDON CULVERT EA 900.0000 1,800.00 2.000 1,800 026 REMOVE TERMINAL SYSTEM EA 749.0000 2,996.00 4.000 2,996 027 REMOVE METAL BEAM GUARD RAILING LF 12.0000 6,120.00 691.500 8,298 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,370.00 3,451.000 3,451 029 REMOVE PAVEMENT MARKER EA 1.0000 73.00 73.000 73 030 REMOVE ROADSIDE SIGN EA 125.0000 125.00 1.000 125 031 REMOVE INLET EA 850.0000 5,100.00 5.000 4,250 032 REMOVE HEADWALL EA 850.0000 9,350.00 13.000 11,050 033 REMOVE WINGWALL EA 850.0000 3,400.00 4.000 3,400 034 REMOVE DOWNDRAIN LF 6.0000 4,980.00 830.000 4,980 035 RESET MILEPOST MARKER EA 60.0000 1,020.00 -6.000 -360.00 11.000 660 036 RESET OBJECT MARKER EA 60.0000 7,200.00 11.000 660.00 111.000 6,660 037 RESET ROADSIDE SIGN EA 175.0000 5,775.00 1.000 175.00 34.000 5,950 038 RELOCATE ROADSIDE SIGN EA 175.0000 350.00 2.000 350.00 4.000 700 039 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 7,500.00 34.000 51,000 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 159,650.00 103,000.000 159,650 041 REMOVE CONCRETE LF 3.0000 3,360.00 2,088.000 6,264 042 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000 043 ROADWAY EXCAVATION CY 5.0000 1,075,000.00 215,000.000 1,075,000 044 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 11.0000 4,730.00 0.000 0 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 27,200.00 0.000 0 (F) 047 SAND BACKFILL CY 100.0000 1,900.00 0.000 0 048 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 78,750.00 3,150.000 78,750 049 HIGHWAY PLANTING LS 4,000.0000 4,000.00 1.000 4,000 PROGRAM CAS145 PAGE 3 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (COMPOST BLANKET) CY 41.0000 619,100.00 14,774.000 605,734 051 FIBER ROLLS LF 2.3000 437,000.00 259,615.000 597,114 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 2,250.00 4.000 3,000 053 EROSION CONTROL (POLYMER STABILIZED ACRE 1,310.0000 73,360.00 0.000 0 FIBER MATRIX) (ACRE) 054 TRANSPLANT PALM TREE EA 4,000.0000 8,000.00 2.000 8,000 055 IRRIGATION SYSTEM LS 2,500.0000 2,500.00 1.000 2,500 056 CLASS 2 AGGREGATE SUBBASE CY 43.0000 46,440.00 1,168.000 50,224 057 CLASS 2 AGGREGATE BASE CY 29.0000 1,015,000.00 34,071.000 988,059 058 SAND COVER TON 100.0000 10,000.00 101.880 10,188 059 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1.0000 58.00 14.380 14 060 REPLACE ASPHALT CONCRETE SURFACING CY 200.0000 200,000.00 1,000.000 200,000 061 HOT MIX ASPHALT TON 65.0000 4,849,000.00 -14.250 -926.25 81,939.750 5,326,083 062 HOT MIX ASPHALT (LEVELING) TON 78.0000 510,900.00 8,188.000 638,664 063 EMULSIFIED RECYCLING AGENT TON 615.0000 602,700.00 606.760 373,157 064 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.0000 15,300.00 585.000 17,550 AREA) 065 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 320.00 220.000 220 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 54,100.00 56,359.000 56,359 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 300.00 205.000 205 069 ASPHALTIC EMULSION (PAINT BINDER) TON 1.0000 90.00 90.000 90 070 COLD IN-PLACE RECYCLING SQYD 3.3000 462,000.00 105,132.220 346,936 071 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 459,000.00 1,865.000 559,500 (RAPID STRENGTH CONCRETE) 072 SEAL PAVEMENT JOINT LF 8.0000 25,680.00 6,857.000 54,856 073 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 52,800.00 0.000 0 (F) 074 STRUCTURAL CONCRETE, WING WALLS CY 700.0000 22,400.00 30.400 21,280 075 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 22,100.00 20.670 26,871 076 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 15,730.00 16.320 17,952 (F) PROGRAM CAS145 PAGE 4 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) CY 110.0000 7,150.00 38.000 4,180 078 BAR REINFORCING STEEL LB 0.1000 122.00 1,220.000 122 (F) 079 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 17,271.00 0.000 0 (F) 080 BAR REINFORCED STEEL (WING WALL) LB 2.1000 3,969.00 1,890.000 3,969 (F) 081 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1000 3,653.10 3,321.000 3,653 (F) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,200.00 75.000 1,200 (0.063"-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,408.00 88.000 1,408 (0.080"-UNFRAMED) 084 ROADSIDE SIGN - ONE POST EA 200.0000 1,400.00 7.000 1,400 085 18" REINFORCED CONCRETE PIPE LF 82.0000 36,080.00 463.000 37,966 086 24" REINFORCED CONCRETE PIPE LF 90.0000 37,800.00 412.200 37,098 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 105.0000 5,040.00 61.000 6,405 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 130.0000 6,500.00 50.000 6,500 089 30" CORRUGATED STEEL PIPE (.109" THICK) LF 140.0000 32,200.00 229.500 32,130 090 36" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 2,000.00 7.500 1,875 091 42" CORRUGATED STEEL PIPE (.109" THICK) LF 165.0000 12,045.00 83.000 13,695 092 48" CORRUGATED STEEL PIPE (.138" THICK) LF 200.0000 18,600.00 93.000 18,600 093 60" CORRUGATED STEEL PIPE (.138" THICK) LF 250.0000 2,000.00 8.000 2,000 094 90" CORRUGATED STEEL PIPE (.168" THICK) LF 450.0000 6,750.00 15.000 6,750 095 CORRUGATED STEEL FLUME DOWNDRAIN LF 50.0000 114,000.00 2,490.000 124,500 096 TAPERED INLET EA 350.0000 27,300.00 78.000 27,300 097 18" ALTERNATIVE FLARED END SECTION EA 300.0000 3,900.00 13.000 3,900 098 24" ALTERNATIVE FLARED END SECTION EA 340.0000 4,420.00 13.000 4,420 099 30" ALTERNATIVE FLARED END SECTION EA 450.0000 5,850.00 13.000 5,850 100 36" ALTERNATIVE FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400 101 42" ALTERNATIVE FLARED END SECTION EA 950.0000 3,800.00 4.000 3,800 102 48" ALTERNATIVE FLARED END SECTION EA 1,150.0000 6,900.00 6.000 6,900 103 60" ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 2.000 3,200 PROGRAM CAS145 PAGE 5 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 90" ALTERNATIVE FLARED END SECTION EA 5,000.0000 10,000.00 2.000 10,000 105 DRAINAGE INLET EA 1,200.0000 6,000.00 7.000 8,400 106 ROCK SLOPE PROTECTION CY 135.0000 155,250.00 1,219.840 164,678 (FACING, METHOD B) 107 ROCK SLOPE PROTECTION FABRIC SQYD 0.5000 1,350.00 2,860.940 1,430 108 MINOR CONCRETE (MISCELLANEOUS CY 660.0000 118,800.00 206.820 136,501 CONSTRUCTION) 109 MISCELLANEOUS IRON AND STEEL LB 2.2000 5,533.00 3,195.000 7,029 (F) 110 DELINEATOR (CLASS 1) EA 40.0000 7,200.00 178.000 7,120 111 OBJECT MARKER EA 80.0000 160.00 2.000 160 112 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 11,250.00 525.000 13,125 113 DOUBLE METAL BEAM GUARD RAILING LF 35.0000 3,500.00 100.000 3,500 (STEEL POST) 114 CABLE RAILING LF 16.0000 1,760.00 0.000 0 115 RAIL TENSIONING ASSEMBLY EA 292.0000 584.00 2.000 584 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 615.0000 1,230.00 2.000 1,230 117 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 6.000 12,000 118 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,000.0000 10,000.00 2.000 10,000 119 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 43,200.00 -27,954.000 -27,954.00 109,302.000 109,302 120 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 9,100.00 10,873.000 1,087.30 68,250.000 6,825 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 3,400.000 340 (BROKEN 12-3) 122 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 24,480.00 4,530.000 27,180 123 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 268.00 991.000 1,982.00 1,909.000 3,818 (BROKEN 6-1) 124 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,860.00 36,156.000 10,846 (BROKEN 36-12) 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24.00 141.000 42 (BROKEN 17-7) 126 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 10,540.00 2,658.000 11,296 127 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 128 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 3,250.0000 3,250.00 1.000 3,250 129 TRAFFIC MONITORING STATION LS 13,750.0000 13,750.00 1.000 13,750 130 ROADSIDE WEATHER INFORMATION SYSTEM LS 45,000.0000 45,000.00 1.000 45,000 PROGRAM CAS145 PAGE 6 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MODIFY SIGNAL (LOCATION 1) LS 70,000.0000 70,000.00 1.000 70,000 132 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000 PROGRAM CAS145 PAGE 7 DATE 11/06/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 08:59 AM ESTIMATE NO. 15 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/05/12 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 11/06/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -25,345.95 12,922,135.88 ADJUSTMENT OF COMPENSATION 41,379.72 359,179.68 EXTRA WORK 15,832.03 849,689.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,865.80 14,131,005.13 133 MOBILIZATION LS 1,139,759.9000 1,139,759.90 1.000 1,139,759 ORIGINAL CONTRACT AMOUNT 13,929,077.00 TOTAL WORK COMPLETED 31,865.80 15,270,765.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 41,865.80 15,270,765.03 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 05/27/11 150 07/06/11 07/06/11 07/05/12 167 112 17 0 100% 100% HAIDAR HADDADIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/06/12