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 03/22/10 EST. NO.03 TIME 10:12 AM R.E. NAME: SAYED H. HASHEMYAN 10-0K0204 --------------------------------------------------------------------------- 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 03/22/10 EST. NO.03 TIME 10:12 AM R.E. NAME: SAYED H. HASHEMYAN 10-0K0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 LOCATION PROGRESS ESTIMATE 10-MER-99-15.8/17.3 ----------------- RGW CONSTRUCTION INC. IN MERCED COUNTY IN AND NEAR MERCED P.O. BOX 2910 FROM 0.1 KM NORTH OF V STREET LIVERMOER, CA 94551 UNDERCROSSING TO BLACK RASCAL CANAL BRIDGE FED. AID NO. SARR-P099(521)E ,A-P099(521)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,750.0000 3,750.00 0.500 1,875.00 0.500 1,875.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 1,100.0000 660,000.00 5.000 5,500.00 5.000 5,500.00 04 TEMPORARY FENCE (TYPE ESA) M 10.5000 8,610.00 762.000 8,001.00 05 300 MM TEMPORARY ALTERNATIVE PIPE M 300.0000 2,700.00 0.000 0.00 CULVERT 06 450 MM TEMPORARY ALTERNATIVE PIPE M 155.0000 6,820.00 0.000 0.00 CULVERT 07 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.000 0.00 08 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL M 6.5000 17,875.00 0.000 0.00 10 TEMPORARY SILT FENCE M 6.5000 13,975.00 0.000 0.00 11 TEMPORARY GRAVEL BAG BERM M 8.0000 1,600.00 0.000 0.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 10,000.00 0.000 0.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,550.0000 30,600.00 1.000 2,550.00 14 TEMPORARY COVER M2 1.0000 3,000.00 0.000 0.00 15 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 16 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 5,940.00 0.000 0.00 17 STREET SWEEPING LS 1,000.0000 1,000.00 0.000 0.00 18 TEMPORARY TACKED STRAW M2 0.3500 10,500.00 0.000 0.00 19 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.070 980.00 0.400 5,600.00 20 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.010 2,000.00 0.010 2,000.00 21 TYPE III BARRICADE EA 50.0000 3,200.00 28.000 1,400.00 28.000 1,400.00 22 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.010 300.00 0.010 300.00 24 PORTABLE RADAR TRAILER EA 3,000.0000 12,000.00 0.000 0.00 25 TEMPORARY RAILING (TYPE K) M 29.0000 239,250.00 0.000 0.00 26 TEMPORARY CRASH CUSHION MODULE EA 110.0000 13,200.00 0.000 0.00 27 REMOVE FENCE (TYPE WM) M 15.0000 7,650.00 460.850 6,912.75 28 REMOVE METAL BEAM GUARD RAILING M 20.0000 12,200.00 0.000 0.00 29 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 4,120.00 0.000 0.00 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,560.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 1.0000 390.00 0.000 0.00 32 REMOVE ROADSIDE SIGN EA 65.0000 65.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE M 2.0000 1,860.00 0.000 0.00 34 REMOVE CULVERT M 79.0000 316.00 0.000 0.00 35 REMOVE INLET EA 400.0000 1,200.00 0.000 0.00 36 REMOVE HEADWALL EA 2,010.0000 4,020.00 0.000 0.00 37 REMOVE DOWNDRAIN M 26.0000 3,900.00 0.000 0.00 38 SALVAGE SINGLE THRIE BEAM BARRIER M 14.0000 23,240.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 200.0000 2,200.00 0.000 0.00 40 CAP INLET EA 1,900.0000 3,800.00 0.000 0.00 41 BRIDGE REMOVAL LS 275,000.0000 275,000.00 0.000 0.00 42 CLEARING AND GRUBBING LS 43,400.0000 43,400.00 0.200 8,680.00 0.700 30,380.00 43 ROADWAY EXCAVATION M3 47.0000 274,950.00 0.000 0.00 44 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 45 STRUCTURE EXCAVATION (BRIDGE) M3 88.0000 322,960.00 0.000 0.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 8.0000 78,720.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 62.0000 117,800.00 0.000 0.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 16.0000 292,272.00 0.000 0.00 F) 49 CONCRETE BACKFILL M3 200.0000 520.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 GEOSYNTHETIC REINFORCED EMBANKMENT M2 255.0000 1,545,300.00 0.000 0.00 51 IMPORTED BORROW M3 8.2000 836,400.00 0.000 0.00 52 EROSION CONTROL (BIOFILTRATION) M2 27.5000 16,500.00 0.000 0.00 53 EROSION CONTROL (TYPE C) M2 1.7500 6,125.00 0.000 0.00 54 EROSION CONTROL (DRILL SEED) M2 1.5000 1,500.00 0.000 0.00 55 EROSION CONTROL (TYPE D) M2 2.5000 67,500.00 0.000 0.00 56 TRUCK WATERING LS 7,525.0000 7,525.00 0.000 0.00 57 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 0.000 0.00 58 NPS 2 SUPPLY LINE (BRIDGE) M 88.0000 25,080.00 0.000 0.00 59 250 MM BITUMINOUS COATED STEEL PIPE M 390.0000 46,800.00 0.000 0.00 CONDUIT (1.63 MM THICK) 60 CLASS 2 AGGREGATE BASE M3 39.5000 271,760.00 0.000 0.00 61 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 94,000.00 0.000 0.00 62 HOT MIX ASPHALT TONN 65.0000 1,553,500.00 0.000 0.00 63 SHOULDER RUMBLE STRIP STA 330.0000 3,300.00 0.000 0.00 (HMA,ROLLED-IN INDENTATIONS) 64 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 7.0000 4,410.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 4.0000 1,680.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 1,080.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 1,160.00 0.000 0.00 69 TACK COAT TONN 860.0000 8,600.00 0.000 0.00 70 FURNISH STEEL PILING (HP 250 X 85) M 106.0000 798,922.00 0.000 0.00 71 DRIVE STEEL PILE (HP 250 X 85) EA 745.0000 312,900.00 0.000 0.00 72 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.000 0.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 240.0000 180,000.00 0.000 0.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 490.0000 3,013,500.00 0.000 0.00 F) 75 STRUCTURAL CONCRETE, RETAINING WALL M3 287.0000 1,926,918.00 0.000 0.00 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 670.0000 140,700.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 1,155.0000 60,060.00 0.000 0.00 F) 78 DIAPHRAGM BOLSTER EA 5,800.0000 92,800.00 0.000 0.00 79 ARCHITECTURAL SURFACE (COBBLESTONE M2 50.5000 350,470.00 0.000 0.00 F) TEXTURED CONCRETE) 80 CORE CONCRETE (251 MM - 300 MM) M 450.0000 4,050.00 0.000 0.00 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 1,290,000.00 0.000 0.00 F) 83 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0500 829,357.20 0.000 0.00 F) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 300.00 0.000 0.00 (2.0 MM-UNFRAMED) 85 ROADSIDE SIGN - ONE POST EA 180.0000 180.00 0.000 0.00 86 PREPARE AND STAIN CONCRETE M2 43.0000 305,300.00 0.000 0.00 87 450 MM REINFORCED CONCRETE PIPE M 81.0000 12,150.00 0.000 0.00 88 600 MM REINFORCED CONCRETE PIPE M 125.0000 42,500.00 0.000 0.00 89 750 MM REINFORCED CONCRETE PIPE M 410.0000 1,476.00 0.000 0.00 90 300 MM CORRUGATED STEEL PIPE M 78.0000 9,360.00 0.000 0.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 215.0000 1,075.00 0.000 0.00 (2.01 MM THICK) 92 600 MM CORRUGATED STEEL PIPE M 180.0000 7,740.00 0.000 0.00 (2.01 MM THICK) 93 WELDED STEEL PIPE CASING (BRIDGE) M 195.0000 5,070.00 0.000 0.00 94 300 MM STEEL FLARED END SECTION EA 92.0000 460.00 0.000 0.00 95 450 MM STEEL FLARED END SECTION EA 150.0000 150.00 0.000 0.00 96 600 MM STEEL FLARED END SECTION EA 220.0000 440.00 0.000 0.00 97 450 MM CONCRETE FLARED END SECTION EA 370.0000 370.00 0.000 0.00 98 600 MM CONCRETE FLARED END SECTION EA 440.0000 440.00 0.000 0.00 99 ROCK SLOPE PROTECTION M3 210.0000 7,980.00 0.000 0.00 (BACKING NO. 2, METHOD B) 00 SLOPE PAVING (EXPOSED AGGREGATE) M2 70.0000 172,200.00 0.000 0.00 F) 01 ROCK SLOPE PROTECTION FABRIC M2 1.4500 174.00 0.000 0.00 02 MINOR CONCRETE (COBBLESTONE TEXTURED M2 122.0000 10,126.00 0.000 0.00 PAVING) 03 MISCELLANEOUS IRON AND STEEL KG 2.0000 15,608.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS METAL KG 10.5000 49,350.00 0.000 0.00 F) (RESTRAINER - PIPE TYPE) 05 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 48,000.00 0.000 0.00 F) 06 CHAIN LINK FENCE (TYPE CL-1.8) M 36.0000 19,800.00 0.000 0.00 07 DELINEATOR (CLASS 1) EA 32.0000 2,048.00 0.000 0.00 08 GUARD RAILING DELINEATOR EA 20.0000 500.00 0.000 0.00 09 OBJECT MARKER (TYPE P) EA 42.0000 294.00 0.000 0.00 10 METAL BEAM GUARD RAILING (STEEL POST) M 63.0000 20,160.00 0.000 0.00 11 CHAIN LINK RAILING (TYPE 7) M 143.0000 52,624.00 0.000 0.00 F) 12 SINGLE THRIE BEAM BARRIER (STEEL POST) M 115.0000 5,175.00 0.000 0.00 13 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 190.0000 18,620.00 0.000 0.00 14 TRANSITION RAILING (TYPE WB) EA 3,000.0000 24,000.00 0.000 0.00 15 TRANSITION RAILING (TYPE DTB) EA 5,600.0000 5,600.00 0.000 0.00 16 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 150.0000 150.00 0.000 0.00 17 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 630.00 0.000 0.00 18 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 9,300.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60) M 165.0000 138,600.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60A) M 200.0000 37,800.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 732 MODIFIED) M 175.0000 64,575.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 732A) M 182.0000 276,640.00 0.000 0.00 23 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 825.00 0.000 0.00 24 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 21,800.00 0.000 0.00 (SPRAYABLE) 25 PAINTED TRAFFIC STRIPE M 1.0000 5,490.00 0.000 0.00 26 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,880.00 0.000 0.00 27 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,200.0000 1,200.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 28 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 34,500.0000 34,500.00 0.000 0.00 29 COMMUNICATION CONDUIT (BRIDGE) LS 33,000.0000 33,000.00 0.000 0.00 30 MODIFY LIGHTING LS 44,100.0000 44,100.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SOFFIT LIGHTING LS 60,000.0000 60,000.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,900.0000 423,400.00 0.000 0.00 34 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 35 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 03/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0K0204 TIME 10:12 AM ESTIMATE NO. 03 BID OPENING 09/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/10 R.E. NAME: SAYED H. HASHEMYAN DATE OF THIS ESTIMATE 03/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,735.00 69,018.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,735.00 69,018.75 36 MOBILIZATION LS 1885,000.0000 1,885,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 20,492,520.20 TOTAL WORK COMPLETED 20,735.00 69,018.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 20,735.00 69,018.75 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 10/22/09 600 01/04/10 01/04/10 04/06/12 5 83 0 0 0% 1% PROGRESS IS SATISFACTORY CCO SAYED H. HASHEMYAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/10