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 02/24/09 EST. NO.11 TIME 08:04 AM R.E. NAME: KESHAVARZI, FARSHAD 05-496804 --------------------------------------------------------------------------- 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 02/24/09 EST. NO.11 TIME 08:04 AM R.E. NAME: KESHAVARZI, FARSHAD 05-496804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 10 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISS PYRLS -10,000.00 04 REL EST #04 10,000.00 09 MISS PAYROLLS -10,000.00 10 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -825.00 01 OVERBID ITEM NO. 001 -825.00 03 OVERBID ITEM NO. 001 -225.00 09 OVERBID ITEM NO. 001 -500.00 10 0.00 -2,375.00 TOTAL DEDUCTIONS 0.00 -22,375.00 PROGRAM CAS145 PAGE 1 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-496804 TIME 08:04 AM ESTIMATE NO. 11 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 02/24/09 LOCATION PROGRESS ESTIMATE 05-SCR-129-7.9/8.2 ----------------- PROVEN MANAGEMENT, INC. IN SANTA CRUZ COUNTY NEAR AROMAS 706 SANSOME STREET FROM 1.0 KM TO 1.5 KM EAST OF ROGGE SAN FRANCISCO, CA 94111 LANE FED. AID NO. ACST-P129(14)E ,PH-P129(14)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 4,750.00 02 TEMPORARY FENCE (TYPE ESA) M 25.0000 16,250.00 680.280 17,007.00 03 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 0.050 12,500.00 1.000 250,000.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 TEMPORARY SILT FENCE M 16.0000 7,680.00 554.920 8,878.72 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 3.000 7,500.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 2.000 8,000.00 08 TEMPORARY COVER M2 4.0000 1,080.00 270.000 1,080.00 270.000 1,080.00 09 TEMPORARY CHECK DAM M 32.0000 1,600.00 12.000 384.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 900.00 3.000 900.00 11 STREET SWEEPING LS 25,000.0000 25,000.00 0.050 1,250.00 12 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.700 5,250.00 S) 13 TRAFFIC CONTROL SYSTEM LS 85,000.0000 85,000.00 0.850 72,250.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 125.0000 1,750.00 19.590 2,448.75 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 8,800.00 1,445.700 7,228.50 S) 16 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 1,950.00 36.000 2,340.00 S) 17 TEMPORARY SIGNAL SYSTEM LS 50,000.0000 50,000.00 0.150 7,500.00 1.000 50,000.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.950 14,250.00 S) 19 TEMPORARY RAILING (TYPE K) M 32.5000 29,250.00 835.760 27,162.20 20 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,500.0000 7,000.00 3.000 10,500.00 S) SYSTEM 21 REMOVE METAL BEAM GUARD RAILING M 25.0000 6,750.00 219.700 5,492.50 S) 22 REMOVE PAINTED TRAFFIC STRIPE M 4.5000 1,980.00 210.000 945.00 S) PROGRAM CAS145 PAGE 2 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-496804 TIME 08:04 AM ESTIMATE NO. 11 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED PAVEMENT MARKING M2 45.0000 630.00 0.000 0.00 S) 24 REMOVE ROADSIDE SIGN EA 175.0000 1,225.00 7.000 1,225.00 7.000 1,225.00 25 REMOVE PIPE M 150.0000 675.00 4.800 720.00 26 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 27 REMOVE RETAINING WALL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000.00 28 RESET OBJECT MARKER EA 250.0000 500.00 2.000 500.00 2.000 500.00 29 ADJUST INLET EA 1,500.0000 1,500.00 0.000 0.00 30 REMOVE CONCRETE BARRIER M 85.0000 1,700.00 17.920 1,523.20 31 CAP INLET EA 500.0000 500.00 1.000 500.00 1.000 500.00 32 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 33 ROADWAY EXCAVATION M3 40.0000 113,200.00 1,415.000 56,600.00 34 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 25.0000 6,750.00 270.000 6,750.00 F) 35 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 88.0000 5,280.00 60.000 5,280.00 F) 36 LEAN CONCRETE BACKFILL M3 220.0000 30,800.00 140.000 30,800.00 F) 37 HIGHWAY PLANTING LS 35,000.0000 35,000.00 1.000 35,000.00 S) 38 EROSION CONTROL (TYPE D) HA 4,000.0000 3,200.00 0.000 0.00 S) 39 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.110 330.00 0.580 1,740.00 S) 40 IRRIGATION SYSTEM LS 3,600.0000 3,600.00 1.000 3,600.00 S) 41 CLASS 2 AGGREGATE BASE M3 48.0000 36,000.00 0.000 0.00 42 ASPHALT CONCRETE (TYPE A) TONN 125.0000 187,500.00 21.860 2,732.50 1,400.270 175,033.75 43 ASPHALT CONCRETE (OPEN GRADED) TONN 150.0000 36,000.00 297.080 44,562.00 297.080 44,562.00 44 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 15.0000 2,850.00 175.000 2,625.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.0000 2,660.00 163.000 2,282.00 46 CENTERLINE RUMBLE STRIP (ASPHALT M 10.0000 4,100.00 410.000 4,100.00 410.000 4,100.00 CONCRETE, GROUND-IN INDENTATIONS) 47 STEEL SOLDIER PILE (W 360 X 101) M 135.0000 52,650.00 389.560 52,590.60 48 STEEL SOLDIER PILE (W 360 X 237) M 365.0000 143,445.00 392.726 143,344.99 49 STEEL SOLDIER PILE (W 360 X 421) M 660.0000 129,360.00 196.116 129,436.56 PROGRAM CAS145 PAGE 3 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-496804 TIME 08:04 AM ESTIMATE NO. 11 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRILLED HOLE (750 MM) M 374.0000 224,400.00 600.450 224,568.30 S) 51 DRILLED HOLE (900 MM) M 374.0000 42,262.00 112.850 42,205.90 S) 52 TIEBACK ANCHOR EA 10,000.0000 130,000.00 13.000 130,000.00 S) 53 STRUCTURAL CONCRETE, BARRIER SLAB M3 420.0000 94,500.00 232.400 97,608.00 F) 54 CLASS 2 CONCRETE (BACKFILL) M3 150.0000 39,000.00 260.000 39,000.00 F) 55 MINOR CONCRETE (MINOR STRUCTURE) M3 980.0000 9,016.00 8.080 7,918.40 F) 56 SHOTCRETE M3 1,250.0000 16,250.00 0.000 0.00 F) 57 ROADSIDE SIGN - ONE POST EA 1,250.0000 1,250.00 0.000 0.00 58 TIMBER LAGGING M3 1,200.0000 109,200.00 91.000 109,200.00 F) 59 CLEAN AND PAINT STEEL SOLDIER PILE LS 4,500.0000 4,500.00 1.000 4,500.00 S) 60 900 MM ALTERNATIVE PIPE CULVERT M 515.0000 11,330.00 23.000 11,845.00 61 450 MM CORRUGATED STEEL PIPE TEE EA 500.0000 1,000.00 2.000 1,000.00 62 450 MM BITUMINOUS COATED CORRUGATED M 50.0000 2,000.00 22.400 1,120.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 63 450 MM BITUMINOUS COATED ENTRANCE TAPER EA 550.0000 1,100.00 0.000 0.00 64 450 MM ANCHOR ASSEMBLY EA 675.0000 4,050.00 6.000 4,050.00 65 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 4,250.00 17.000 4,250.00 66 ROCK SLOPE PROTECTION FABRIC M2 8.0000 320.00 40.000 320.00 67 MISCELLANEOUS IRON AND STEEL KG 7.0000 2,660.00 74.000 518.00 374.000 2,618.00 SF) 68 DELINEATOR (CLASS 1) EA 50.0000 2,100.00 0.000 0.00 69 OBJECT MARKER EA 50.0000 100.00 0.000 0.00 70 METAL BEAM GUARD RAILING (STEEL POST) M 98.0000 18,620.00 188.000 18,424.00 S) 71 TRANSITION RAILING (TYPE WB) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 72 ALTERNATIVE CRASH CUSHION SYSTEM EA 4,000.0000 4,000.00 1.000 4,000.00 S) 73 CONCRETE BARRIER (TYPE 736 MODIFIED) M 175.0000 36,925.00 211.000 36,925.00 F) 74 THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,400.00 2,292.000 5,730.00 2,292.000 5,730.00 S) (SPRAYABLE) 75 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 1,225.00 422.000 1,477.00 422.000 1,477.00 S) PROGRAM CAS145 PAGE 4 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-496804 TIME 08:04 AM ESTIMATE NO. 11 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-496804 TIME 08:04 AM ESTIMATE NO. 11 BID OPENING 02/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: KESHAVARZI, FARSHAD DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 82,754.50 1,977,089.37 ADJUSTMENT OF COMPENSATION 0.00 109,649.00 EXTRA WORK 0.00 161,029.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 82,754.50 2,247,767.44 77 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 2,199,073.00 TOTAL WORK COMPLETED 82,754.50 2,297,767.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,375.00 TOTAL 82,754.50 2,275,392.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,500.00 5,000.00 2,500.00 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 03/19/08 365 04/23/08 04/03/08 03/20/09 220 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY KESHAVARZI, FARSHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 02/24/09