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 11/20/11 EST. NO.29 TIME 12:36 PM R.E. NAME: BOUZID, SALAH 03-3A2204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/20/11 EST. NO.29 TIME 12:36 PM R.E. NAME: BOUZID, SALAH 03-3A2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER CCO 23 -34,287.00 10 PER CCO 23 34,287.00 19 0.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -1,000.00 26 CERTIFIED PAYROLLS 1,000.00 29 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 LOCATION FINAL ESTIMATE 03-NEV-80-28.1/31.8 -------------- GRANITE CONSTRUCTION COMPANY IN NEVADA AND SIERRA COUNTIES NEAR P O BOX 50085 FLORISTON FROM THE TRUCKEE RIVER WATSONVILLE CA 950775085 BRIDGE TO THE NEVADA STATE LINE FED. AID NO. ACBI-GV08(1) N,M-GV08(1) N REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000.00 002 TIME-RELATED OVERHEAD LS 562,500.0000 562,500.00 1.000 562,500.00 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 2,760.00 186.000 744.00 004 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 1.000 150,000.00 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 5.0000 182,000.00 31,726.000 158,630.00 007 TEMPORARY SILT FENCE LF 5.0000 78,000.00 4,815.000 24,075.00 008 TEMPORARY STRAW BALE LF 0.2500 3,900.00 42.000 10.50 009 TEMPORARY CONSTRUCTION ENTRANCE EA 50.0000 1,200.00 0.000 0.00 010 TEMPORARY COVER SQYD 0.1000 4,740.00 206.000 20.60 011 TEMPORARY CHECK DAM LF 100.0000 26,000.00 766.000 76,600.00 012 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 5.000 2,500.00 (S) (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 42,000.00 46.000 13,800.00 014 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 11,336.00 10,899.000 14,168.70 (S) (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000.00 017 TEMPORARY CREEK DIVERSION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 018 PROTECTION OF MIGRATORY BIRDS LS 15,000.0000 15,000.00 1.000 15,000.00 019 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 (S) 020 TRAFFIC CONTROL SYSTEM LS 41,282.0000 1,041,282.00 1.000 1,041,282.00 (S) 021 TYPE III BARRICADE EA 100.0000 4,000.00 30.000 3,000.00 (S) 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 216,000.00 267,766.000 267,766.00 (S) PROGRAM CAS145 PAGE 2 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 50.0000 8,000.00 270.000 13,500.00 (S) 024 QUICKCHANGE MOVEABLE BARRIER LS 500,000.0000 2,500,000.00 1.000 2,500,000.00 (S) 025 TEMPORARY LIGHTING SYSTEM LS 225,000.0000 225,000.00 1.000 225,000.00 (S) 026 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 027 END OF QUEUE WARNING/SERVICE PATROL LS 800,000.0000 800,000.00 1.000 800,000.00 (S) 028 TEMPORARY RAILING (TYPE K) LF 12.0000 1,488,000.00 101,947.500 1,223,370.00 029 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 163.000 48,900.00 (S) 030 ABANDON CULVERT EA 1,500.0000 1,500.00 4.000 6,000.00 031 REMOVE METAL BEAM GUARD RAILING LF 0.1000 1,940.00 18,875.000 1,887.50 (S) 032 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 76,300.00 228,941.800 228,941.80 (S) 033 REMOVE ROADSIDE SIGN EA 500.0000 500.00 1.000 500.00 034 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 18,800.00 18,754.740 18,754.74 035 REMOVE OVERSIDE DRAIN EA 1,000.0000 14,000.00 11.000 11,000.00 036 REMOVE CULVERT LF 150.0000 37,500.00 285.700 42,855.00 037 REMOVE SLOTTED DRAIN LF 6.0000 100,800.00 17,126.000 102,756.00 038 REMOVE INLET EA 2,000.0000 38,000.00 19.000 38,000.00 039 REMOVE HEADWALL EA 900.0000 1,800.00 2.000 1,800.00 040 REMOVE DOWNDRAIN EA 400.0000 9,600.00 25.000 10,000.00 041 REMOVE BASE AND SURFACING CY 45.0000 4,351,500.00 99,925.280 4,496,637.60 042 RECONSTRUCT METAL BEAM GUARD RAILING LF 100.0000 4,000.00 87.500 8,750.00 (S) (WOOD POST) 043 RESET ROADSIDE SIGN EA 600.0000 6,000.00 12.000 7,200.00 044 ADJUST INLET EA 2,300.0000 29,900.00 8.000 18,400.00 045 PLASTIC PIPE LINER (21.50" O.D.) LF 245.0000 269,500.00 1,212.200 296,989.00 046 PLASTIC PIPE LINER (31.50" O.D.) LF 340.0000 61,200.00 180.000 61,200.00 047 PLASTIC PIPE LINER (42.00" O.D.) LF 550.0000 71,500.00 130.000 71,500.00 048 24" PIPE LINING (CEMENT MORTAR) LF 350.0000 42,000.00 118.000 41,300.00 049 36" PIPE LINING (CEMENT MORTAR) LF 350.0000 52,500.00 145.000 50,750.00 PROGRAM CAS145 PAGE 3 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 186,000.00 30,763.500 153,817.50 (S) 051 REMOVE CONCRETE BARRIER LF 7.0000 207,900.00 33,169.580 232,187.06 052 REMOVE UNSOUND CONCRETE CF 50.0000 14,500.00 107.500 5,375.00 053 PREPARE CONCRETE SURFACE SQFT 15.0000 15,000.00 605.160 9,077.40 054 REMOVE CONCRETE (MISCELLANEOUS) CY 150.0000 1,200.00 0.000 0.00 055 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 056 ROADWAY EXCAVATION CY 40.0000 420,000.00 13,811.090 552,443.60 057 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 058 IMPORTED BORROW CY 30.0000 160,500.00 6,499.650 194,989.50 059 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 0.5000 95,000.00 42,013.000 21,006.50 (S) 060 FIBER ROLLS WITH ROCK LF 4.0000 23,200.00 3,971.000 15,884.00 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 13,500.00 5.000 7,500.00 (S) 062 CLASS 2F AGGREGATE BASE CY 36.0000 1,083,600.00 28,678.970 1,032,442.92 063 REPLACE ASPHALT CONCRETE SURFACING CY 350.0000 49,000.00 159.980 55,993.00 064 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,389,500.00 17,797.480 2,402,659.80 065 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 120.00 42.000 126.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,390.00 230.000 690.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 53,400.00 17,944.000 53,832.00 068 PLACE HOT MIX ASPHALT SQYD 50.0000 4,750.00 175.340 8,767.00 (MISCELLANEOUS AREA) 069 TACK COAT TON 100.0000 51,000.00 8.560 856.00 070 CONCRETE PAVEMENT CY 200.0000 14,840,000.00 74,301.810 14,860,362.00 071 SEAL PAVEMENT JOINT LF 1.0000 272,000.00 183,698.020 183,698.02 072 SEAL LONGITUDINAL ISOLATION JOINT LF 5.1500 9,115.50 600.000 3,090.00 073 CLASS 4 CONCRETE (BACKFILL) CY 230.0000 7,705.00 105.870 24,350.10 (F) 074 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,100.0000 1,060,500.00 466.150 978,915.00 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 489,300.00 224.940 472,374.00 (F) 076 MINOR CONCRETE (INVERT PAVING) CY 2,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (HEADWALL) CY 4,000.0000 14,400.00 3.600 14,400.00 (F) 078 24" REINFORCED CONCRETE PIPE LF 110.0000 108,900.00 941.000 103,510.00 079 18" CORRUGATED STEEL PIPE (.079" THICK) LF 185.0000 14,800.00 171.600 31,746.00 080 24" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 159,000.00 485.500 145,650.00 081 36" CORRUGATED STEEL PIPE (.079" THICK) LF 500.0000 55,000.00 51.000 25,500.00 082 12" SLOTTED PLASTIC PIPE LF 110.0000 187,000.00 500.000 55,000.00 083 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 45.0000 430,200.00 6,533.000 293,985.00 084 PERMEABLE MATERIAL CY 40.0000 6,400.00 249.490 9,979.60 085 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 70.0000 98,000.00 1,391.000 97,370.00 086 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 150.0000 28,500.00 181.000 27,150.00 (.109" THICK) 087 18" HIGH DENSITY POLYETHYLENE PIPE LF 1,000.0000 1,000.00 1.000 1,000.00 (TYPE S) RISER 088 48" PRECAST CONCRETE PIPE MANHOLE EA 7,000.0000 14,000.00 2.000 14,000.00 089 24" PRECAST CONCRETE PIPE RISER LF 250.0000 45,000.00 0.000 0.00 090 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 150.0000 27,000.00 0.000 0.00 091 ROCK SLOPE PROTECTION CY 170.0000 5,440.00 32.000 5,440.00 (1/4 TON, METHOD B) 092 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 170.0000 18,700.00 0.000 0.00 093 ROCK SLOPE PROTECTION CY 170.0000 5,100.00 30.000 5,100.00 (FACING, METHOD B) 094 ROCK SLOPE PROTECTION CY 170.0000 3,740.00 0.000 0.00 (BACKING NO. 3, METHOD B) 095 MINOR CONCRETE (CHANNEL LINING) CY 700.0000 3,640.00 4.560 3,192.00 096 MINOR CONCRETE (GUTTER LINING) CY 300.0000 330,000.00 1,193.680 358,104.00 097 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 1,350.00 918.220 918.22 098 MISCELLANEOUS IRON AND STEEL LB 2.0000 136,078.00 17,975.000 35,950.00 (SF) 099 DELINEATOR (CLASS 2) EA 38.0000 9,500.00 308.000 11,704.00 100 MILEPOST MARKER EA 40.0000 760.00 19.000 760.00 101 MARKER (CULVERT) EA 40.0000 3,400.00 102.000 4,080.00 102 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 30.0000 6,300.00 634.000 19,020.00 103 OBJECT MARKER (TYPE L-1) EA 40.0000 680.00 22.000 880.00 PROGRAM CAS145 PAGE 5 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 METAL BEAM GUARD RAILING LF 45.0000 841,500.00 19,705.500 886,747.50 (S) (8', STEEL POST) 105 TRANSITION RAILING (TYPE WB) EA 2,600.0000 2,600.00 1.000 2,600.00 (S) 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 7,055.00 21.000 8,715.00 (S) 107 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 28,900.00 21.000 35,700.00 (S) 108 CONCRETE BARRIER (TYPE 60) LF 45.0000 1,269,000.00 30,017.000 1,350,765.00 109 CONCRETE BARRIER (TYPE 60SC) LF 165.0000 239,250.00 152.000 25,080.00 110 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 6.5000 8,320.00 1,424.000 9,256.00 (S) (RECESSED) 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 112 4" TWO-COMPONENT TRAFFIC STRIPE LF 3.0000 178,200.00 61,524.000 184,572.00 (S) (RECESSED, 36-12) 113 4" TWO-COMPONENT TRAFFIC STRIPE LF 8.7000 5,655.00 242.000 2,105.40 (S) (RECESSED, BROKEN 17-7) 114 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3500 42,000.00 127,585.000 44,654.75 (S) 115 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7500 5,812.50 8,340.000 6,255.00 (S) 116 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 11.0000 1,320.00 329.000 3,619.00 (S) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 6 DATE 11/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2204 TIME 12:36 PM ESTIMATE NO. 29 BID OPENING 09/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/06/11 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 11/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 38,079,033.31 ADJUSTMENT OF COMPENSATION 0.00 458,229.39 EXTRA WORK 0.00 3,460,839.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 41,998,102.31 118 MOBILIZATION LS 0.0000 4,000,000.00 1.000 4,000,000.00 ORIGINAL CONTRACT AMOUNT 42,739,739.00 TOTAL WORK COMPLETED 0.00 45,998,102.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 1,000.00 45,998,102.31 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 11/13/08 225 05/04/09 01/07/09 07/06/11 257 366 36 0 100% 100% BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/11