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 01/19/11 EST. NO.13 TIME 01:51 PM R.E. NAME: BOUZID, SALAH 03-1C9714 --------------------------------------------------------------------------- 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 0151 1,275.87 E.W. @ F.A.(+) 101410 N 143 0 0152 2,638.27 101310 N 144 0 0153 1,340.77 101210 N 145 0 0154 596.31 101110 N 146 0 0155 3,325.37 092310 N 147 0 0156 1,275.91 092410 N 148 0 0157 510.35 092710 N 149 0 0158 510.35 092810 N 150 0 0159 510.35 092910 N 151 0 0160 255.18 093010 N 152 0 0161 2,150.55 102010 N 153 0 006 0001 3,869.70 E.W. @ F.A.(+) 101510 N 1 0 0002 1,020.70 091510 N 154 0 0003 510.36 081510 N 155 0 0004 510.36 071510 N 156 0 0005 510.36 061510 N 157 0 0006 510.36 051510 N 158 0 0007 510.36 101509 N 159 0 007 0001 970.20 E.W. @ F.A.(+) 070809 N 1 0 014 0006 3,498.00 E.W. @ F.A.(+) 101209 N 6 0 015 0004 31,899.87 A.C. @ U.P.(+) 090109 N 4 0 017 0001 2,208.63 E.W. @ F.A.(+) 070710 N 1 0 019 0001 1,865.26 E.W. @ F.A.(+) 062910 N 001 0 020 0001 2,199.91 E.W. @ F.A.(+) 081010 N 1 0 021 0001 13,420.00 A.C. @ L.S.(+) 092910 N 1 0 022 0001 18,728.21 E.W. @ F.A.(+) 083110 N 1 0 023 0001 2,067.31 E.W. @ F.A.(+) 092710 N 1 0 027 0001 15,000.00 E.W. @ L.S.(+) 110510 N 1 0 028 0001 3,390.85 E.W. @ F.A.(+) 101110 N 1 0 0002 4,272.17 101210 N 2 0 0003 3,820.76 101310 N 3 0 0004 5,356.95 101410 N 4 0 0005 6,325.49 101510 N 5 0 0006 2,364.89 101810 N 630950 0007 4,130.15 101110 N 6 0 0009 2,932.74 101110 N 8 0 146,282.87 TOTAL THIS ESTIMATE 437,660.52 TOTAL PREVIOUS ESTIMATE 583,943.39 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 01/19/11 EST. NO.13 TIME 01:51 PM R.E. NAME: BOUZID, SALAH 03-1C9714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 12 MISSING 2009 CEM4401 -10,000.00 12 0.00 -20,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 12 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/09 -5,000.00 03 PER LTR DATED 10/09 -5,000.00 04 RETURN 10/09 DEDUCT 5,000.00 08 RETURN 9/09 DEDUCT 5,000.00 08 PER LTR DATED 10/10 -3,000.00 10 PER LTR DATED 11/10 -10,000.00 11 RETURN DEDUCT 10/10 3,000.00 11 CERTIFIED PAYROLLS -1,000.00 12 RETURN 11/10 DEDUCT 10,000.00 12 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -31,000.00 PROGRAM CAS145 PAGE 1 DATE 01/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 01:51 PM ESTIMATE NO. 13 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/23/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 01/19/11 LOCATION SEMI-FINAL ESTIMATE 03-PLA-267-8.7/9.9 ------------------- Q AND D CONSTRUCTION CO IN PLACER COUNTY NEAR KINGS BEACH P O BOX 10865 FROM 1.2 KM NORTH OF ROUTE 28 RENO NV 89510 TO ROUTE 28 FED. AID NO. ACST-P267(18)E ,P-P267(18)E WATER QUALITY DRAINAGE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,225.0000 220,500.00 170.000 208,250.00 03 TEMPORARY FENCE (TYPE ESA) LF 3.0000 7,830.00 2,618.000 7,854.00 04 CONSTRUCTION SITE MANAGEMENT LS 34,000.0000 34,000.00 1.000 34,000.00 05 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 1.000 6,500.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 2.2000 34,100.00 14,345.000 31,559.00 07 TEMPORARY SILT FENCE LF 4.0000 8,000.00 2,650.000 10,600.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 1.000 3,500.00 09 TEMPORARY COVER SQYD 4.0000 4,000.00 1,030.000 4,120.00 10 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 14,880.00 60.000 14,400.00 12 TEMPORARY HYDRAULIC MULCH SQYD 1.2500 3,750.00 3,000.000 3,750.00 (POLYMER STABILIZED FIBER MATRIX) 13 STREET SWEEPING LS 43,400.0000 43,400.00 1.000 43,400.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 14,000.0000 14,000.00 1.000 14,000.00 15 CONSTRUCTION AREA SIGNS LS 10,400.0000 10,400.00 1.000 10,400.00 16 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 1.000 140,000.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 21,600.0000 21,600.00 1.000 21,600.00 18 REMOVE TESTING WELL EA 1,500.0000 3,000.00 2.000 3,000.00 19 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 1,920.00 0.000 0.00 20 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 168.00 0.000 0.00 21 REMOVE CULVERT LF 15.0000 3,900.00 252.000 3,780.00 22 REMOVE INLET EA 500.0000 500.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 01/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 01:51 PM ESTIMATE NO. 13 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/23/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 01/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 600.0000 1,200.00 2.000 1,200.00 24 REMOVE ASPHALT CONCRETE SURFACING SQYD 10.0000 500.00 49.700 497.00 25 RESET ROADSIDE SIGN EA 250.0000 2,500.00 10.000 2,500.00 26 RELOCATE ROADSIDE SIGN EA 300.0000 2,100.00 7.000 2,100.00 27 ADJUST SEWER CLEANOUT TO GRADE EA 200.0000 1,600.00 10.000 2,000.00 28 ADJUST WATER METER TO GRADE EA 250.0000 1,750.00 28.000 7,000.00 29 ADJUST WATER VALVE COVER TO GRADE EA 550.0000 7,150.00 18.000 9,900.00 30 ADJUST GAS VALVE COVER TO GRADE EA 550.0000 2,200.00 3.000 1,650.00 31 ADJUST INLET EA 1,200.0000 2,400.00 2.000 2,400.00 32 ADJUST FRAME AND COVER TO GRADE EA 800.0000 12,800.00 14.000 11,200.00 33 ADJUST UTILITY COVER TO GRADE EA 800.0000 5,600.00 14.000 11,200.00 34 PLASTIC PIPE LINER (21.50" O.D.) LF 370.0000 37,000.00 99.000 36,630.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 16,200.00 2,004.900 18,044.10 36 CLEARING AND GRUBBING LS 29,500.0000 29,500.00 1.000 29,500.00 37 ROADWAY EXCAVATION CY 18.5000 25,160.00 1,370.000 25,345.00 38 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 39 STRUCTURE EXCAVATION (TYPE D) CY 140.0000 28,280.00 202.000 28,280.00 F) 40 STRUCTURE EXCAVATION (CONTAMINATED) LS 8,250.0000 8,250.00 1.000 8,250.00 F) 41 STRUCTURE BACKFILL CY 430.0000 18,920.00 44.000 18,920.00 F) 42 DITCH EXCAVATION CY 20.0000 4,200.00 200.300 4,006.00 43 IMPORTED BORROW CY 21.5000 31,820.00 1,508.000 32,422.00 44 SOIL REINFORCEMENT SQYD 28.0000 1,820.00 64.800 1,814.40 45 IMPORTED TOPSOIL CY 70.0000 11,200.00 151.000 10,570.00 46 EROSION CONTROL (BLANKET) SQYD 5.0000 5,250.00 1,003.420 5,017.10 47 EROSION CONTROL (TYPE D) SQYD 2.5000 26,000.00 12,963.000 32,407.50 48 BOULDER PLACEMENT LS 9,500.0000 9,500.00 1.000 9,500.00 49 COMPOST, INCORPORATE SQYD 10.8000 70,524.00 6,523.000 70,448.40 PROGRAM CAS145 PAGE 3 DATE 01/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 01:51 PM ESTIMATE NO. 13 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/23/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 01/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 5.000 2,500.00 51 8" GATE VALVE EA 1,900.0000 3,800.00 2.000 3,800.00 52 CLASS 2 AGGREGATE BASE CY 102.0000 133,620.00 1,308.900 133,507.80 53 HOT MIX ASPHALT (TYPE A) TON 90.5000 520,375.00 6,319.060 571,874.93 54 HOT MIX ASPHALT (LEVELING) TON 113.0000 340,130.00 3,728.960 421,372.48 55 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,200.0000 9,600.00 0.000 0.00 PAVEMENT INTERLAYER) 56 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.4000 43,400.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 90.0000 810.00 8.400 756.00 58 PLACE HOT MIX ASPHALT SQYD 13.0000 16,120.00 1,218.000 15,834.00 (MISCELLANEOUS AREA) 59 STRUCTURAL CONCRETE CY 660.0000 38,940.00 59.000 38,940.00 F) 60 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 168,980.00 99.400 168,980.00 F) 61 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2500 20,550.00 16,440.000 20,550.00 F) 62 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 620.00 30.200 604.00 (0.063"-UNFRAMED) 63 ROADSIDE SIGN - ONE POST EA 300.0000 2,700.00 9.000 2,700.00 64 8" PLASTIC PIPE LF 42.0000 2,562.00 61.000 2,562.00 65 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 122,220.00 1,931.000 121,653.00 PIPE (ENCASED) 66 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 102.000 7,242.00 PIPE (TYPE S) 67 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 102.000 7,242.00 PIPE 68 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 319,410.00 5,062.000 318,906.00 PIPE (TYPE S, ENCASED) 69 24" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 10,650.00 147.000 10,437.00 PIPE (TYPE S, ENCASED) 70 PERMEABLE MATERIAL CY 52.0000 1,820.00 40.800 2,121.60 71 18" STEEL FLARED END SECTION EA 460.0000 4,140.00 9.000 4,140.00 72 ROCK SLOPE PROTECTION (1/4 T, METHOD A) CY 90.0000 3,240.00 35.380 3,184.20 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 25,200.00 419.790 37,781.10 74 ROCK SLOPE PROTECTION CY 100.0000 1,600.00 15.200 1,520.00 (BACKING NO. 3, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 3,720.00 936.130 3,744.52 76 MINOR CONCRETE (CURB AND GUTTER) CY 285.0000 236,550.00 833.500 237,547.50 PROGRAM CAS145 PAGE 4 DATE 01/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 01:51 PM ESTIMATE NO. 13 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/23/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 01/19/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL LB 2.0500 30,955.00 19,987.200 40,973.76 F) 78 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 23,875.00 9,550.000 23,875.00 F) 79 VEHICLE BARRIER EA 120.0000 16,800.00 138.000 16,560.00 80 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 585.00 166.000 249.00 (RECESSED) 81 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 4,300.00 426.000 4,260.00 (RECESSED) 82 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 16,500.00 14,954.000 16,449.40 (RECESSED) 83 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 10,300.00 10,240.000 10,240.00 84 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 2,570.00 2,570.000 2,570.00 (BROKEN 12-3) 85 TWO-COMPONENT PAINT PAVEMENT MARKING LF 5.0000 2,900.00 463.000 2,315.00 86 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 87 MODIFY LIGHTING LS 115,000.0000 115,000.00 1.000 115,000.00 PROGRAM CAS145 PAGE 5 DATE 01/19/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 01:51 PM ESTIMATE NO. 13 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/23/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 01/19/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,329,756.79 ADJUSTMENT OF COMPENSATION 45,319.87 210,733.08 EXTRA WORK 100,963.00 373,210.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 146,282.87 3,913,700.18 88 MOBILIZATION LS 134,800.0000 134,800.00 1.000 134,800.00 ORIGINAL CONTRACT AMOUNT 3,365,334.00 TOTAL WORK COMPLETED 146,282.87 4,048,500.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,000.00 TOTAL 146,282.87 4,017,500.18 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 04/06/09 180 06/30/09 06/30/09 11/23/10 169 182 0 0 100% 100% BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 01/19/11