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 09/21/10 EST. NO.09 TIME 11:34 AM 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 --------------------------------------------------------------------------- *** 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 09/21/10 EST. NO.09 TIME 11:34 AM R.E. NAME: BOUZID, SALAH 03-1C9714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 11:34 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 LOCATION PROGRESS 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 22.000 26,950.00 149.000 182,525.00 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 0.110 3,740.00 0.846 28,764.00 05 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.049 318.50 0.830 5,395.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 2.2000 34,100.00 433.000 952.60 14,345.000 31,559.00 07 TEMPORARY SILT FENCE LF 4.0000 8,000.00 850.000 3,400.00 1,070.000 4,280.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 1.000 3,500.00 09 TEMPORARY COVER SQYD 4.0000 4,000.00 345.000 1,380.00 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 0.122 5,294.80 0.826 35,848.40 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 14,000.0000 14,000.00 0.122 1,708.00 0.793 11,102.00 15 CONSTRUCTION AREA SIGNS LS 10,400.0000 10,400.00 0.037 384.80 0.727 7,560.80 16 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.122 17,080.00 0.827 115,780.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 21,600.0000 21,600.00 0.122 2,635.20 0.827 17,863.20 18 REMOVE TESTING WELL EA 1,500.0000 3,000.00 1.000 1,500.00 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 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 11:34 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 26 RELOCATE ROADSIDE SIGN EA 300.0000 2,100.00 0.000 0.00 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 13.000 7,150.00 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 2.000 1,600.00 11.000 8,800.00 33 ADJUST UTILITY COVER TO GRADE EA 800.0000 5,600.00 1.000 800.00 14.000 11,200.00 34 PLASTIC PIPE LINER (21.50" O.D.) LF 370.0000 37,000.00 99.000 36,630.00 99.000 36,630.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 16,200.00 976.000 8,784.00 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 1,288.000 23,828.00 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 1,300.000 27,950.00 44 SOIL REINFORCEMENT SQYD 28.0000 1,820.00 64.800 1,814.40 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 1,003.420 5,017.10 47 EROSION CONTROL (TYPE D) SQYD 2.5000 26,000.00 6,534.000 16,335.00 11,753.000 29,382.50 48 BOULDER PLACEMENT LS 9,500.0000 9,500.00 0.250 2,375.00 1.000 9,500.00 49 COMPOST, INCORPORATE SQYD 10.8000 70,524.00 3,437.000 37,119.60 6,523.000 70,448.40 PROGRAM CAS145 PAGE 3 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 11:34 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 4.000 2,000.00 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 3,029.110 274,134.46 6,319.060 571,874.93 54 HOT MIX ASPHALT (LEVELING) TON 113.0000 340,130.00 2,559.510 289,224.63 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 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 14.100 23,970.00 99.134 168,527.80 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 0.000 0.00 (0.063"-UNFRAMED) 63 ROADSIDE SIGN - ONE POST EA 300.0000 2,700.00 0.000 0.00 64 8" PLASTIC PIPE LF 42.0000 2,562.00 61.000 2,562.00 65 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 122,220.00 521.000 32,823.00 PIPE (ENCASED) 66 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 73.000 5,183.00 PIPE (TYPE S) 67 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 61.500 4,366.50 PIPE 68 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 319,410.00 5,636.000 355,068.00 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 2.000 920.00 9.000 4,140.00 72 ROCK SLOPE PROTECTION (1/4 T, METHOD A) CY 90.0000 3,240.00 0.000 0.00 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 25,200.00 46.700 4,203.00 71.800 6,462.00 74 ROCK SLOPE PROTECTION CY 100.0000 1,600.00 0.000 0.00 (BACKING NO. 3, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 3,720.00 131.230 524.92 304.430 1,217.72 76 MINOR CONCRETE (CURB AND GUTTER) CY 285.0000 236,550.00 6.000 1,710.00 788.600 224,751.00 PROGRAM CAS145 PAGE 4 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 11:34 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,723.200 28,132.56 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 16,560.00 138.000 16,560.00 80 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 585.00 0.000 0.00 (RECESSED) 81 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 4,300.00 0.000 0.00 (RECESSED) 82 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 16,500.00 0.000 0.00 (RECESSED) 83 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 10,300.00 0.000 0.00 84 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 2,570.00 0.000 0.00 (BROKEN 12-3) 85 TWO-COMPONENT PAINT PAVEMENT MARKING LF 5.0000 2,900.00 0.000 0.00 86 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 87 MODIFY LIGHTING LS 115,000.0000 115,000.00 0.754 86,710.00 PROGRAM CAS145 PAGE 5 DATE 09/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 11:34 AM ESTIMATE NO. 09 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 09/16/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 788,322.01 3,038,441.29 ADJUSTMENT OF COMPENSATION 0.00 150,932.21 EXTRA WORK 0.00 177,461.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 788,322.01 3,366,835.28 88 MOBILIZATION LS 134,800.0000 134,800.00 1.000 134,800.00 ORIGINAL CONTRACT AMOUNT 3,365,334.00 TOTAL WORK COMPLETED 788,322.01 3,501,635.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 788,322.01 3,501,635.28 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 04/06/09 180 06/30/09 06/30/09 11/04/10 146 158 0 0 88% 81% PROGRESS IS SATISFACTORY BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/10