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 07/22/11 EST. NO.01 TIME 01:35 PM R.E. NAME: RAMIREZ JR, DANIEL 11-2M1604 --------------------------------------------------------------------------- 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 07/22/11 EST. NO.01 TIME 01:35 PM R.E. NAME: RAMIREZ JR, DANIEL 11-2M1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 01:35 PM ESTIMATE NO. 01 BID OPENING 04/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 11-SD-8-R39.7/R61.5 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR BRIAN CARIS PINE VALLEY FROM HORSETHIEF CREEK 440 S MELROSE DR, STE 200 UNDERCROSSING TO 0.3 MILE EAST P O BOX 50085 OF CRESTWOOD ROAD UNDERCROSSING WATSONVILLE CA 950775085 FED. AID NO. ACIM-081(309)E PCC PAVEMENT GRINDING ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD LS 120,000.0000 120,000.00 0.000 0.00 03 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.020 100.00 0.020 100.00 04 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM 05 STREET SWEEPING LS 25,000.0000 25,000.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.000 0.00 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.020 3,000.00 09 TEMPORARY PAVEMENT MARKING SQFT 2.0000 1,020.00 126.000 252.00 126.000 252.00 10 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 5,675.00 5,262.000 1,315.50 5,262.000 1,315.50 11 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 2,784.00 0.000 0.00 12 TEMPORARY PAVEMENT MARKER EA 2.5000 600.00 0.000 0.00 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 0.000 0.00 14 TEMPORARY RAILING (TYPE K) LF 8.0000 45,200.00 2,880.000 23,040.00 2,880.000 23,040.00 15 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.5000 2,260.00 5,262.000 2,631.00 5,262.000 2,631.00 (HAZARDOUS WASTE) 16 REMOVE METAL BEAM BARRIER LF 37.0000 25,530.00 0.000 0.00 17 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 9,450.00 6,452.000 1,935.60 6,452.000 1,935.60 18 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 765.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE LF 0.1800 52,380.00 0.000 0.00 20 RECONSTRUCT EDGE DRAIN CLEANOUT EA 160.0000 108,800.00 0.000 0.00 21 MODIFY INLET EA 1,600.0000 1,600.00 0.000 0.00 22 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 522,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 01:35 PM ESTIMATE NO. 01 BID OPENING 04/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION CY 39.0000 32,760.00 0.000 0.00 24 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0.00 25 CLASS 2 AGGREGATE BASE CY 50.0000 16,000.00 0.000 0.00 26 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 1,800.00 0.000 0.00 27 ASPHALTIC EMULSION (FOG SEAL COAT) TON 200.0000 36,000.00 0.000 0.00 28 HOT MIX ASPHALT (TYPE A) TON 93.0000 3,552,600.00 0.000 0.00 29 MINOR HOT MIX ASPHALT TON 102.0000 779,280.00 0.000 0.00 30 SHOULDER RUMBLE STRIP STA 10.0000 39,600.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 31 PLACE HOT MIX ASPHALT DIKE LF 0.5000 145,500.00 0.000 0.00 32 PLACE HOT MIX ASPHALT SQYD 30.0000 4,800.00 0.000 0.00 (MISCELLANEOUS AREA) 33 TACK COAT TON 800.0000 112,000.00 0.000 0.00 34 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 75,000.00 0.000 0.00 35 REPLACE CONCRETE PAVEMENT CY 600.0000 708,000.00 47.300 28,380.00 47.300 28,380.00 (RAPID STRENGTH CONCRETE) 36 SEAL PAVEMENT JOINT LF 2.0000 2,880.00 0.000 0.00 37 DOWEL BAR (DRILL AND BOND) EA 25.0000 26,000.00 0.000 0.00 38 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 2.0000 432,000.00 0.000 0.00 39 GRIND EXISTING CONCRETE SQYD 3.7500 2,043,750.00 15,569.000 58,383.75 15,569.000 58,383.75 PAVEMENT 40 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 90,000.00 0.000 0.00 (TYPE R) 41 MINOR CONCRETE (MINOR STRUCTURE) CY 1,530.0000 6,120.00 0.000 0.00 42 JOINT SEAL (MR 1 1/2") LF 150.0000 24,000.00 0.000 0.00 43 18" SLOTTED CORRUGATED STEEL PIPE LF 150.0000 8,100.00 0.000 0.00 (.064" THICK) 44 3" PLASTIC PIPE (EDGE DRAIN) LF 16.0000 6,080.00 0.000 0.00 45 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 25.0000 1,600.00 0.000 0.00 46 MISCELLANEOUS IRON AND STEEL LB 2.0000 88.00 0.000 0.00 F) 47 MILEPOST MARKER EA 100.0000 1,100.00 0.000 0.00 48 GUARD RAILING DELINEATOR EA 22.0000 308.00 0.000 0.00 49 METAL BEAM GUARD RAILING LF 22.0000 34,540.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 01:35 PM ESTIMATE NO. 01 BID OPENING 04/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 26,400.00 0.000 0.00 51 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 52 RAIL TENSIONING ASSEMBLY EA 500.0000 1,000.00 0.000 0.00 53 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 0.000 0.00 54 ALTERNATIVE CRASH CUSHION SYSTEM EA 6,000.0000 12,000.00 0.000 0.00 55 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 6,986.00 0.000 0.00 56 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 14,560.00 0.000 0.00 57 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 96,460.00 0.000 0.00 58 PAVEMENT MARKER EA 10.0000 105,000.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 59 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 01:35 PM ESTIMATE NO. 01 BID OPENING 04/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 119,037.85 119,037.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 119,037.85 119,037.85 60 MOBILIZATION LS 499,000.0000 499,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 10,089,176.00 TOTAL WORK COMPLETED 119,037.85 119,037.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 119,037.85 119,037.85 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 06/10/11 50 06/27/11 06/27/11 10/18/11 1 0 0 0 1% 2% PROGRESS IS SATISFACTORY RAMIREZ JR, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11