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 07/23/10 EST. NO.13 TIME 07:33 AM R.E. NAME: MOAID LAYMOUN 04-272024 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0014 357.27 E.W. @ F.A.(+) 051810 N 0120.0 0015 2,652.85 051810 N 0121.0 3,010.12 TOTAL THIS ESTIMATE 327,262.39 TOTAL PREVIOUS ESTIMATE 330,272.51 TOTAL TO DATE 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 07/23/10 EST. NO.13 TIME 07:33 AM R.E. NAME: MOAID LAYMOUN 04-272024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC OUT OF COMPL. -2,324.00 01 CPM UPDATE -10,000.00 04 CPM UPDATES -10,000.00 05 MISSING DOCUMENTS -10,000.00 05 CPM UPDATES 10,000.00 06 MISSING DOCUMENTS 10,000.00 06 AC GRINDING REMOVAL -10,000.00 09 ADMINISTRATIVE DEDUC -3,872.00 09 0.00 -26,196.00 TOTAL DEDUCTIONS 0.00 -26,196.00 PROGRAM CAS145 PAGE 1 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SCL-280-5.1/7.8 ---------------------------------- RGW CONSTRUCTION, INC IN SANTA CLARA CO FROM CYPRESS P.O. BOX 2910 AVENUE PEDESTRIAN OVERCROSSING TO LIVERMORE, CA 94551 TANTAU AVENUE OVERCROSSING FED. AID NO. SARR-2801(119)E ,A-2801(119)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.600 6,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,750.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 220,000.0000 220,000.00 1.000 220,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 1.000 8,500.00 05 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE LF 3.0000 1,200.00 400.000 1,200.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 12,000.00 12.000 12,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 11,000.00 4.000 11,000.00 09 TEMPORARY COVER SQYD 6.0000 3,000.00 952.000 5,712.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 28,500.00 104.000 26,000.00 11 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000.00 12 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 13 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 6,990.00 20,452.000 6,135.60 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,520.00 80.000 2,400.00 16 TEMPORARY PAVEMENT MARKER EA 2.0000 2,360.00 1,172.000 2,344.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,500.0000 17,500.00 1.000 17,500.00 18 TEMPORARY RAILING (TYPE K) LF 11.0000 117,700.00 10,700.000 117,700.00 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 10,600.00 42.000 8,400.00 20 REMOVE METAL BEAM GUARD RAILING LF 15.0000 17,700.00 1,174.000 17,610.00 21 REMOVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 8,260.00 36,033.000 7,206.60 STRIPE PROGRAM CAS145 PAGE 2 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 30,350.00 52,700.000 26,350.00 24 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 9,030.00 2,580.000 9,030.00 25 REMOVE PAVEMENT MARKER EA 0.5000 6,000.00 12,000.000 6,000.00 26 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,600.00 2,700.000 5,400.00 27 REMOVE CURB LF 7.0000 20,650.00 2,950.000 20,650.00 28 REMOVE CULVERT LF 22.0000 5,280.00 240.000 5,280.00 29 REMOVE INLET EA 500.0000 2,000.00 4.000 2,000.00 30 REMOVE DOWNDRAIN LF 60.0000 1,800.00 30.000 1,800.00 31 MODIFY INLET EA 2,100.0000 2,100.00 1.000 2,100.00 32 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6000 84,160.00 52,600.000 84,160.00 33 REMOVE CONCRETE CY 220.0000 9,460.00 56.750 12,485.00 34 REMOVE UNSOUND CONCRETE CF 30.0000 3,090.00 55.770 1,673.10 35 CLEAN BRIDGE DECK SQFT 0.2500 10,307.50 41,230.000 10,307.50 36 CAP INLET EA 1,300.0000 3,900.00 3.000 3,900.00 37 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 38 REMOVE TREE EA 250.0000 3,250.00 13.000 3,250.00 39 ROADWAY EXCAVATION CY 22.5000 130,275.00 5,831.770 131,214.83 40 ROADWAY EXCAVATION (TYPE Z-2) CY 130.0000 230,100.00 268.860 34,951.80 1,652.530 214,828.90 (AERIALLY DEPOSITED LEAD) 41 ROADWAY EXCAVATION CY 15.0000 6,000.00 400.000 6,000.00 (NATURALLY OCCURRING ASBESTOS) 42 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 43 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 (NATURALLY OCCURING ASBESTOS) 44 DUST CONTROL PLAN LS 500.0000 500.00 1.000 500.00 (NATURALLY OCCURRING ASBESTOS) 45 SAMPLING AND ANALYSIS PLAN LS 500.0000 500.00 1.000 500.00 (NATURALLY OCCURRING ASBESTOS) 46 GEOSYNTHETIC REINFORCEMENT SQYD 13.5000 19,305.00 1,430.000 19,305.00 47 COMPACTION GROUTING CF 42.0000 321,720.00 1,100.000 46,200.00 48 HIGHWAY PLANTING LS 30,000.0000 30,000.00 1.000 30,000.00 49 EROSION CONTROL (COMPOST BLANKET) CY 110.0000 3,080.00 28.000 3,080.00 PROGRAM CAS145 PAGE 3 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (TYPE D) ACRE 5,000.0000 8,000.00 1.600 8,000.00 51 EROSION CONTROL (NETTING) SQYD 6.2000 4,030.00 812.500 5,037.50 52 FIBER ROLLS LF 2.3000 12,075.00 6,350.000 14,605.00 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 1,600.00 2.000 1,600.00 54 PLANT ESTABLISHMENT WORK LS 3,600.0000 3,600.00 0.100 360.00 1.000 3,600.00 55 IRRIGATION SYSTEM LS 48,000.0000 48,000.00 1.000 48,000.00 56 10" CORRUGATED HIGH DENSITY LF 70.0000 5,250.00 75.000 5,250.00 POLYETHYLENE PIPE CONDUIT 57 AGGREGATE BASE (APPROACH SLAB) CY 20.0000 940.00 164.030 3,280.60 58 HOT MIX ASPHALT (TYPE A) TON 78.0000 499,200.00 8,433.010 657,774.78 59 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 1,111,000.00 6,807.210 748,793.10 60 DATA CORE LS 6,750.0000 6,750.00 0.000 0.00 61 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 20.0000 600.00 15.000 300.00 62 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 940.00 141.000 282.00 63 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 280.00 136.000 272.00 64 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,260.00 3,944.000 7,888.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,800.00 566.000 1,132.00 66 PLACE HOT MIX ASPHALT SQYD 8.0000 14,240.00 1,780.000 14,240.00 (MISCELLANEOUS AREA) 67 TACK COAT TON 650.0000 16,900.00 16.480 10,712.00 68 REPLACE CONCRETE PAVEMENT CY 560.0000 1,316,000.00 2,463.000 1,379,280.00 (RAPID STRENGTH CONCRETE) 69 SEAL PAVEMENT JOINT LF 12.0000 31,440.00 697.000 8,364.00 70 DOWEL BAR (DRILL AND BOND) EA 21.0000 71,400.00 2,352.000 49,392.00 71 GRIND EXISTING CONCRETE SQYD 4.3500 713,400.00 165,018.300 717,829.61 PAVEMENT 72 STRUCTURAL CONCRETE, APPROACH SLAB CY 825.0000 384,450.00 468.800 386,760.00 (TYPE R) 73 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 19,630.00 15.100 19,630.00 F) 74 MINOR CONCRETE (BACKFILL) CY 300.0000 5,700.00 18.500 5,550.00 75 PAVING NOTCH EXTENSION CY 5,000.0000 57,500.00 11.550 57,750.00 76 CLEAN EXPANSION JOINT LF 11.0000 12,738.00 1,031.000 11,341.00 PROGRAM CAS145 PAGE 4 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 RAPID SETTING CONCRETE (PATCH) CF 95.0000 9,785.00 55.770 5,298.15 78 JOINT SEAL (MR 1/2") LF 24.0000 7,968.00 301.000 7,224.00 79 JOINT SEAL (MR 1") LF 28.0000 34,916.00 1,075.500 30,114.00 80 TREAT BRIDGE DECK SQFT 0.2500 10,307.50 41,230.000 10,307.50 F) 81 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 74.0000 33,892.00 445.640 32,977.36 82 15" PLASTIC PIPE LF 385.0000 1,540.00 0.000 0.00 83 15" REINFORCED CONCRETE PIPE LF 165.0000 2,970.00 18.000 2,970.00 84 18" REINFORCED CONCRETE PIPE LF 185.0000 1,480.00 8.000 1,480.00 85 24" REINFORCED CONCRETE PIPE LF 80.0000 4,800.00 46.000 3,680.00 86 12" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 6,400.00 0.000 0.00 87 18" CORRUGATED STEEL PIPE (.079" THICK) LF 130.0000 6,760.00 43.000 5,590.00 88 24" CORRUGATED STEEL PIPE (.079" THICK) LF 135.0000 9,180.00 47.000 6,345.00 89 36" CORRUGATED STEEL PIPE (.109" THICK) LF 600.0000 7,800.00 0.000 0.00 90 ANCHOR ASSEMBLY EA 800.0000 8,800.00 4.000 3,200.00 91 24" CONCRETE FLARED END SECTION EA 800.0000 1,600.00 2.000 1,600.00 92 ROCK SLOPE PROTECTION (1/4 T, METHOD A) CY 94.0000 116,560.00 1,240.000 116,560.00 93 ROCK SLOPE PROTECTION CY 120.0000 1,080.00 9.000 1,080.00 (BACKING NO. 1, METHOD B) 94 ROCK SLOPE PROTECTION CY 100.0000 11,000.00 110.000 11,000.00 (BACKING NO. 1, METHOD A) 95 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,980.00 990.000 1,980.00 96 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 33,000.00 73.750 44,250.00 CONSTRUCTION) 97 CURB RAMP DETECTABLE WARNING SURFACE SQFT 50.0000 1,800.00 0.000 0.00 98 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,064.00 3,532.000 7,064.00 F) 99 DELINEATOR (CLASS 1) EA 30.0000 2,550.00 85.000 2,550.00 00 METAL BEAM GUARD RAILING (WOOD POST) LF 22.0000 22,000.00 1,067.900 23,493.80 01 TRANSITION RAILING (TYPE WB) EA 2,850.0000 8,550.00 3.000 8,550.00 02 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 665.0000 4,655.00 7.000 4,655.00 03 END CAP (TYPE A) EA 75.0000 150.00 2.000 150.00 PROGRAM CAS145 PAGE 5 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 END CAP (TYPE TC) EA 85.0000 255.00 3.000 255.00 05 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 4,750.00 2.000 4,750.00 06 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 12,600.00 6.000 12,600.00 07 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 36,520.00 165,077.000 36,316.94 08 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 2,230.00 8,209.000 2,052.25 09 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 2,860.00 10,308.000 2,267.76 (BROKEN 12-3) 10 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 10,320.00 2,580.000 10,320.00 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 30.00 30.000 30.00 (BROKEN 17-7) 12 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,140.00 5,674.000 11,348.00 13 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 12,960.00 4,113.000 12,339.00 14 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 15 TRAFFIC MONITORING STATION LS 15,000.0000 15,000.00 0.950 14,250.00 16 RAMP METERING SYSTEM (LOCATION 1) LS 132,000.0000 132,000.00 1.000 132,000.00 17 RAMP METERING SYSTEM (LOCATION 2) LS 12,000.0000 12,000.00 1.000 12,000.00 18 RAMP METERING SYSTEM (LOCATION 3) LS 65,000.0000 65,000.00 1.000 65,000.00 19 MODIFY LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000.00 20 GENERAL PACKET RADIO SYSTEM (GPRS) EA 1,500.0000 4,500.00 3.000 4,500.00 WIRELESS MODEM ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 07/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-272024 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: MOAID LAYMOUN DATE OF THIS ESTIMATE 07/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 35,311.80 6,293,533.88 ADJUSTMENT OF COMPENSATION 0.00 34,575.20 EXTRA WORK 3,010.12 295,697.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,321.92 6,623,806.39 21 MOBILIZATION LS 757,000.0000 757,000.00 1.000 757,000.00 ORIGINAL CONTRACT AMOUNT 7,575,513.00 TOTAL WORK COMPLETED 38,321.92 7,380,806.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -26,196.00 TOTAL 38,321.92 7,354,610.39 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/16/09 175 07/20/09 09/09/09 07/14/10 170 24 14 1 100% 100% MOAID LAYMOUN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/10