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 06/22/11 EST. NO.03 TIME 03:21 PM R.E. NAME: YAP, SIONG 08-378704 --------------------------------------------------------------------------- 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 06/22/11 EST. NO.03 TIME 03:21 PM R.E. NAME: YAP, SIONG 08-378704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-62-142.2/142.9 ----------------------- M C M CONSTRUCTION INC IN SAN BERNARDINO COUNTY CALIFORNIA P O BOX 620 AND IN LA PAZ COUNTY ARIZONA FROM NORTH HIGHLANDS CA 956600620 THE INTERSECTION OF LPARKER DAM ROAD AT EARP TO THIRD STREET AT PARKER FED. AID NO. STP-BRST(PP0)620,STP-BRST(PP0)29,BR- S95(A20)A BRIDGE TO BE REPLACED ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.190 2,850.00 0.250 3,750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 1500,000.0000 1,500,000.00 0.031 46,500.00 0.065 97,500.00 04 TEMPORARY FENCE (TYPE ESA) LF 8.0000 4,080.00 0.000 0.00 05 48" TEMPORARY CULVERT LF 60.0000 7,200.00 0.000 0.00 06 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.060 1,500.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.100 250.00 0.614 1,535.00 PREVENTION PLAN 08 BIOLOGICAL MONITOR LS 15,000.0000 15,000.00 0.130 1,950.00 09 TEMPORARY FIBER ROLL LF 2.7000 27,000.00 0.000 0.00 10 TEMPORARY SILT FENCE LF 2.7000 17,550.00 120.000 324.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 0.000 0.00 12 TEMPORARY COVER SQYD 4.0000 4,000.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 3,000.00 0.000 0.00 14 STREET SWEEPING LS 15,000.0000 15,000.00 0.060 900.00 15 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 6,000.00 0.000 0.00 16 TEMPORARY SOIL BINDER SQYD 0.2400 18,480.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000.00 18 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 0.130 2,600.00 19 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 720.00 0.000 0.00 20 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 24,500.00 0.000 0.00 21 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,200.00 0.000 0.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.300 1,500.00 PROGRAM CAS145 PAGE 2 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 15.0000 171,000.00 0.000 0.00 24 TEMPORARY CRASH CUSHION MODULE EA 300.0000 10,200.00 0.000 0.00 25 TEMPORARY TRAFFIC SCREEN LF 3.0000 34,200.00 0.000 0.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 6,100.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 27 OBLITERATE SURFACING SQYD 6.0000 1,440.00 0.000 0.00 28 REMOVE FENCE LF 4.0000 3,800.00 0.000 0.00 29 REMOVE METAL BEAM GUARD RAILING LF 5.0000 11,450.00 0.000 0.00 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,240.00 0.000 0.00 31 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 580.00 0.000 0.00 32 REMOVE PAVEMENT MARKER EA 1.0000 530.00 0.000 0.00 33 REMOVE ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 34 REMOVE PIPE LF 37.0000 8,510.00 0.000 0.00 35 REMOVE HEADWALL EA 500.0000 500.00 0.000 0.00 36 REMOVE DOWNDRAIN EA 200.0000 200.00 0.000 0.00 37 RESET ROADSIDE SIGN EA 500.0000 5,500.00 0.000 0.00 38 RELOCATE 2" WATERLINE LF 60.0000 6,000.00 0.000 0.00 39 RELOCATE MONUMENT PLAQUE EA 2,000.0000 2,000.00 0.000 0.00 40 RELOCATE ROADSIDE SIGN EA 500.0000 5,500.00 0.000 0.00 41 ADJUST MANHOLE TO GRADE EA 750.0000 2,250.00 0.000 0.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 9,520.00 0.000 0.00 43 REMOVE CONCRETE CY 130.0000 1,170.00 0.000 0.00 44 BRIDGE REMOVAL LS 350,000.0000 350,000.00 0.000 0.00 45 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.500 12,500.00 46 ROADWAY EXCAVATION CY 14.5000 404,550.00 0.000 0.00 47 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 48 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 180,000.00 0.000 0.00 F) 49 STRUCTURE EXCAVATION (RETAINING WALL) CY 60.0000 337,020.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (TIEBACK WALL) CY 60.0000 28,080.00 0.000 0.00 F) 51 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 48,600.00 0.000 0.00 F) 52 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 152,000.00 0.000 0.00 F) 53 STRUCTURE BACKFILL (TIEBACK WALL) CY 25.0000 2,200.00 0.000 0.00 F) 54 EROSION CONTROL (DRY SEED) (ACRE) ACRE 3,000.0000 17,400.00 0.000 0.00 55 COMPOST (INCORPORATE) SQYD 5.0000 135,000.00 0.000 0.00 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 0.000 0.00 57 EROSION CONTROL (POLYMER STABILIZED ACRE 1,700.0000 9,860.00 0.000 0.00 FIBER MATRIX) (ACRE) 58 PLANT (GROUP B) EA 54.0000 9,180.00 0.000 0.00 59 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 60 CLASS 2 AGGREGATE BASE CY 35.0000 233,100.00 0.000 0.00 61 HOT MIX ASPHALT (TYPE C) TON 111.0000 820,290.00 0.000 0.00 62 HOT MIX ASPHALT (TYPE A) TON 115.0000 156,400.00 0.000 0.00 63 DATA CORE LS 1,300.0000 1,300.00 0.000 0.00 64 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 7,575.00 0.000 0.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 3,525.00 0.000 0.00 66 PLACE HOT MIX ASPHALT SQYD 65.0000 195.00 0.000 0.00 (MISCELLANEOUS AREA) 67 LIQUID ASPHALT (PRIME COAT) TON 1,167.0000 31,509.00 0.000 0.00 68 TACK COAT TON 924.0000 11,088.00 0.000 0.00 69 FURNISH 48" STEEL PIPE PILING LF 670.0000 397,980.00 157.200 105,324.00 157.200 105,324.00 70 DRIVE 48" STEEL PIPE PILE EA 150,000.0000 600,000.00 0.000 0.00 71 108" DRIVEN STEEL SHELL LF 2,600.0000 1,562,600.00 0.000 0.00 72 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 452,920.00 0.000 0.00 73 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,800.0000 722,400.00 0.000 0.00 74 108" CAST-IN-DRILLED-HOLE CONCRETE LF 800.0000 480,800.00 0.000 0.00 PILING 75 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 0.000 0.00 76 TIEBACK ANCHOR EA 1,800.0000 252,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 125,500.00 0.000 0.00 F) 78 STRUCTURAL CONCRETE, BRIDGE CY 1,113.0000 6,833,820.00 224.000 249,312.00 F) 79 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 736,500.00 0.000 0.00 F) 80 STRUCTURAL CONCRETE, APPROACH SLAB CY 350.0000 54,950.00 0.000 0.00 F) (TYPE N) 81 MINOR CONCRETE CY 700.0000 11,200.00 0.000 0.00 82 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 151,000.00 0.000 0.00 F) 83 MONUMENT PLAQUES EA 2,500.0000 7,500.00 0.000 0.00 84 PTFE SPHERICAL BEARING EA 7,500.0000 60,000.00 0.000 0.00 85 JOINT SEAL ASSEMBLY (MR 6") LF 350.0000 45,500.00 0.000 0.00 86 BAR REINFORCING STEEL LB 2.5000 1,400.00 0.000 0.00 87 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 1,896,000.00 0.000 0.00 F) 88 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 185,720.00 0.000 0.00 F) 89 HEADED BAR REINFORCEMENT EA 75.0000 14,175.00 0.000 0.00 F) 90 SHOTCRETE CY 460.0000 81,880.00 0.000 0.00 F) 91 STRUCTURAL STEEL LB 2.0000 82,000.00 0.000 0.00 F) 92 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 60.00 0.000 0.00 (0.063"-UNFRAMED) 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,100.00 0.000 0.00 (0.080"-FRAMED) 94 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 0.000 0.00 95 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 0.000 0.00 96 INSTALL ROADSIDE SIGN EA 450.0000 450.00 0.000 0.00 (LAMINATED WOOD BOX POST) 97 18" REINFORCED CONCRETE PIPE LF 82.0000 5,412.00 0.000 0.00 98 12" BITUMINOUS COATED CORRUGATED STEEL LF 39.0000 21,450.00 0.000 0.00 PIPE (.079" THICK) 99 48" BITUMINOUS COATED CORRUGATED STEEL LF 174.0000 41,760.00 0.000 0.00 PIPE (.168" THICK) 00 18" BITUMINOUS COATED CORRUGATED STEEL LF 52.0000 1,872.00 0.000 0.00 PIPE DOWNDRAIN (.079" THICK) 01 18" BITUMINOUS COATED ENTRANCE TAPER EA 550.0000 550.00 0.000 0.00 02 36" BITUMINOUS COATED CORRUGATED STEEL EA 750.0000 750.00 0.000 0.00 PIPE RISER (.138" THICK) 03 WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 13,760.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 18" BITUMINOUS COATED STEEL FLARED END EA 450.0000 900.00 0.000 0.00 SECTION 05 48" BITUMINOUS COATED STEEL FLARED END EA 530.0000 530.00 0.000 0.00 SECTION 06 ROCK SLOPE PROTECTION CY 120.0000 8,400.00 0.000 0.00 (FACING, METHOD B) 07 ROCK SLOPE PROTECTION FABRIC SQYD 4.5000 675.00 0.000 0.00 08 MINOR CONCRETE (CURB, SIDEWALK AND CY 250.0000 15,000.00 0.000 0.00 CURB RAMP) 09 MISCELLANEOUS IRON AND STEEL LB 4.5000 2,745.00 0.000 0.00 10 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 178,000.00 0.000 0.00 F) 11 CHAIN LINK FENCE (TYPE CL-6) LF 26.0000 4,680.00 0.000 0.00 12 SURVEY MONUMENT (TYPE D) EA 800.0000 4,000.00 0.000 0.00 13 DELINEATOR (CLASS 1) EA 60.0000 240.00 0.000 0.00 14 GUARD RAILING DELINEATOR EA 70.0000 980.00 0.000 0.00 15 OBJECT MARKER (TYPE L) EA 100.0000 200.00 0.000 0.00 16 METAL BEAM GUARD RAILING LF 23.0000 16,790.00 0.000 0.00 17 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 19,250.00 0.000 0.00 18 TUBULAR HANDRAILING LF 40.0000 55,680.00 0.000 0.00 F) 19 TUBULAR BICYCLE RAILING LF 40.0000 53,600.00 0.000 0.00 F) 20 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 0.000 0.00 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 760.0000 760.00 0.000 0.00 22 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 0.000 0.00 23 CRASH CUSHION (ADIEM) EA 20,000.0000 40,000.00 0.000 0.00 24 CONCRETE BARRIER LF 60.0000 43,200.00 0.000 0.00 F) (TYPE 80 MODIFIED) 25 CONCRETE BARRIER LF 140.0000 100,800.00 0.000 0.00 F) (TYPE 80SW MODIFIED) 26 CONCRETE BARRIER LF 60.0000 39,420.00 0.000 0.00 F) (TYPE 80A MODIFIED) 27 CONCRETE BARRIER LF 140.0000 94,080.00 0.000 0.00 F) (TYPE 80SWA MODIFIED) 28 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,520.00 0.000 0.00 29 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,350.00 0.000 0.00 (SPRAYABLE) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,600.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 20.0000 2,800.00 0.000 0.00 32 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 33 HIGHWAY LIGHTING LS 150,000.0000 150,000.00 0.000 0.00 34 LIGHTING (NAVIGATION) LS 60,000.0000 60,000.00 0.000 0.00 35 INDUCTIVE LOOP DETECTOR EA 7,700.0000 15,400.00 0.000 0.00 36 BRIDGE FIXTURE LUMINAIRES LS 150,000.0000 150,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:21 PM ESTIMATE NO. 03 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 154,924.00 484,695.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 8,800.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 154,924.00 493,495.00 37 MOBILIZATION LS 2255,992.0000 2,255,992.00 0.500 1,127,996.00 ORIGINAL CONTRACT AMOUNT 23,465,093.00 TOTAL WORK COMPLETED 154,924.00 1,621,491.00 MATERIALS ON HAND ON SITE 700,216.35 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 154,924.00 2,321,707.35 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 02/28/11 830 04/11/11 04/11/11 08/22/14 38 0 0 0 7% 5% PROGRESS IS SATISFACTORY YAP, SIONG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/11