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 09/22/11 EST. NO.03 TIME 03:24 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 09/22/11 EST. NO.03 TIME 03:24 PM R.E. NAME: RAMIREZ JR, DANIEL 11-2M1604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSE 7/27 -6,000.00 02 LATE LANE CLOSE 7/29 -3,000.00 02 0.00 -9,000.00 EQUAL EMPLOYMENT OPPORTUNITY DEL 139 -10,000.00 02 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEL CPR JUL 2011 -1,000.00 02 DEL AUGUST 2011 -3,000.00 03 -3,000.00 -4,000.00 TOTAL DEDUCTIONS -3,000.00 -23,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 03:24 PM ESTIMATE NO. 03 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 09/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 09/22/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.380 1,140.00 0.620 1,860.00 002 TIME-RELATED OVERHEAD LS 120,000.0000 120,000.00 0.380 45,600.00 0.620 74,400.00 003 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.380 1,900.00 0.640 3,200.00 004 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750.00 PROGRAM 005 STREET SWEEPING LS 25,000.0000 25,000.00 0.380 9,500.00 0.620 15,500.00 006 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.380 3,040.00 0.620 4,960.00 007 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.424 10,600.00 0.664 16,600.00 008 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.380 57,000.00 0.640 96,000.00 009 TEMPORARY PAVEMENT MARKING SQFT 2.0000 1,020.00 504.000 1,008.00 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 5,675.00 24,080.000 6,020.00 011 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 2,784.00 92.000 2,944.00 012 TEMPORARY PAVEMENT MARKER EA 2.5000 600.00 228.000 570.00 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 0.980 2,450.00 3.960 9,900.00 014 TEMPORARY RAILING (TYPE K) LF 8.0000 45,200.00 2,600.000 20,800.00 5,480.000 43,840.00 015 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.5000 2,260.00 10.000 5.00 5,272.000 2,636.00 (HAZARDOUS WASTE) 016 REMOVE METAL BEAM BARRIER LF 37.0000 25,530.00 690.000 25,530.00 690.000 25,530.00 017 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 9,450.00 16,042.000 4,812.60 22,917.000 6,875.10 018 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 765.00 328.000 492.00 019 REMOVE ASPHALT CONCRETE DIKE LF 0.1800 52,380.00 8,047.000 1,448.46 020 RECONSTRUCT EDGE DRAIN CLEANOUT EA 160.0000 108,800.00 453.000 72,480.00 540.000 86,400.00 021 MODIFY INLET EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 522,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 03:24 PM ESTIMATE NO. 03 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 09/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 39.0000 32,760.00 889.300 34,682.70 889.300 34,682.70 024 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875.00 025 CLASS 2 AGGREGATE BASE CY 50.0000 16,000.00 157.800 7,890.00 475.800 23,790.00 026 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 1,800.00 9.000 900.00 18.000 1,800.00 027 ASPHALTIC EMULSION (FOG SEAL COAT) TON 200.0000 36,000.00 0.000 0.00 028 HOT MIX ASPHALT (TYPE A) TON 93.0000 3,552,600.00 297.600 27,676.80 578.100 53,763.30 029 MINOR HOT MIX ASPHALT TON 102.0000 779,280.00 0.000 0.00 030 SHOULDER RUMBLE STRIP STA 10.0000 39,600.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 031 PLACE HOT MIX ASPHALT DIKE LF 0.5000 145,500.00 0.000 0.00 032 PLACE HOT MIX ASPHALT SQYD 30.0000 4,800.00 0.000 0.00 (MISCELLANEOUS AREA) 033 TACK COAT TON 800.0000 112,000.00 0.000 0.00 034 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 75,000.00 148.180 37,045.00 296.180 74,045.00 035 REPLACE CONCRETE PAVEMENT CY 600.0000 708,000.00 1,173.040 703,824.00 (RAPID STRENGTH CONCRETE) 036 SEAL PAVEMENT JOINT LF 2.0000 2,880.00 0.000 0.00 037 DOWEL BAR (DRILL AND BOND) EA 25.0000 26,000.00 1,001.000 25,025.00 038 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 2.0000 432,000.00 57,572.000 115,144.00 57,572.000 115,144.00 039 GRIND EXISTING CONCRETE SQYD 3.7500 2,043,750.00 200,504.000 751,890.00 529,702.000 1,986,382.50 PAVEMENT 040 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 90,000.00 48.000 24,000.00 (TYPE R) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 1,530.0000 6,120.00 4.000 6,120.00 4.000 6,120.00 042 JOINT SEAL (MR 1 1/2") LF 150.0000 24,000.00 0.000 0.00 043 18" SLOTTED CORRUGATED STEEL PIPE LF 150.0000 8,100.00 54.000 8,100.00 54.000 8,100.00 (.064" THICK) 044 3" PLASTIC PIPE (EDGE DRAIN) LF 16.0000 6,080.00 329.000 5,264.00 416.000 6,656.00 045 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 25.0000 1,600.00 87.000 2,175.00 87.000 2,175.00 046 MISCELLANEOUS IRON AND STEEL LB 2.0000 88.00 44.000 88.00 44.000 88.00 (F) 047 MILEPOST MARKER EA 100.0000 1,100.00 0.000 0.00 048 GUARD RAILING DELINEATOR EA 22.0000 308.00 0.000 0.00 049 METAL BEAM GUARD RAILING LF 22.0000 34,540.00 300.000 6,600.00 300.000 6,600.00 PROGRAM CAS145 PAGE 3 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 03:24 PM ESTIMATE NO. 03 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 09/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 26,400.00 660.000 19,800.00 660.000 19,800.00 051 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 4.000 12,000.00 4.000 12,000.00 052 RAIL TENSIONING ASSEMBLY EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 053 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 2,800.00 0.000 0.00 054 ALTERNATIVE CRASH CUSHION SYSTEM EA 6,000.0000 12,000.00 1.000 6,000.00 1.000 6,000.00 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 6,986.00 0.000 0.00 056 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2500 14,560.00 0.000 0.00 057 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 96,460.00 0.000 0.00 058 PAVEMENT MARKER EA 10.0000 105,000.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 059 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.380 190.00 0.620 310.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2M1604 TIME 03:24 PM ESTIMATE NO. 03 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 09/20/11 R.E. NAME: RAMIREZ JR, DANIEL DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,298,523.10 3,515,214.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,298,523.10 3,515,214.06 060 MOBILIZATION LS 499,000.0000 499,000.00 0.950 474,050.00 ORIGINAL CONTRACT AMOUNT 10,089,176.00 TOTAL WORK COMPLETED 1,298,523.10 3,989,264.06 MATERIALS ON HAND ON SITE 17,418.72 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -23,000.00 TOTAL 1,295,523.10 3,983,682.78 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 08/04/11 10/26/11 33 2 0 0 39% 66% PROGRESS IS SATISFACTORY RAMIREZ JR, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/11