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 09/20/10 EST. NO.07 TIME 10:47 AM R.E. NAME: SINGH, JATINDER 04-294924 --------------------------------------------------------------------------- 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 0007 2,948.21 E.W. @ F.A.(+) 073010 N 0015.0 0008 5,218.19 080210 N 0017.0 0009 1,638.53 080510 N 0018.0 004 0006 915.39 E.W. @ F.A.(+) 081210 N 0022.0 10,720.32 TOTAL THIS ESTIMATE 12,289.55 TOTAL PREVIOUS ESTIMATE 23,009.87 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 09/20/10 EST. NO.07 TIME 10:47 AM R.E. NAME: SINGH, JATINDER 04-294924 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294924 TIME 10:47 AM ESTIMATE NO. 07 BID OPENING 12/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: SINGH, JATINDER DATE OF THIS ESTIMATE 09/20/10 LOCATION PROGRESS ESTIMATE 04-ALA-13-9.7/9.7 ----------------- 04-ALA-24-5.4/5.4 RGW CONSTRUCTION AT THE ROUTE 13/ROUTE 24 CONNECTOR IN ALAMEDA COUNTY FED. AID NO. ARRA-P024(31) ,L-P024(31) REALIGN WESTBOUND ROUTE 24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.200 1,000.00 0.600 3,000.00 03 HEALTH AND SAFETY PLAN LS 2,500.0000 2,500.00 0.050 125.00 0.850 2,125.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 0.800 2,000.00 PREVENTION PLAN 05 TEMPORARY CONSTRUCTION ENTRANCE EA 2,100.0000 4,200.00 1.000 2,100.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 2,400.00 11.000 1,650.00 07 STREET SWEEPING LS 5,000.0000 5,000.00 0.200 1,000.00 0.600 3,000.00 08 TEMPORARY CONCRETE WASHOUT BIN EA 800.0000 8,000.00 6.000 4,800.00 09 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.400 1,000.00 10 TRAFFIC CONTROL SYSTEM LS 54,000.0000 54,000.00 0.450 24,300.00 0.850 45,900.00 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.8000 4,464.00 887.000 4,257.60 12 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 851.00 12.000 444.00 13 TEMPORARY PAVEMENT MARKER EA 2.0000 660.00 621.000 1,242.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 1,500.0000 1,500.00 0.250 375.00 0.650 975.00 15 TEMPORARY RAILING (TYPE K) M 30.0000 33,300.00 370.594 11,117.82 1,022.294 30,668.82 16 TEMPORARY CRASH CUSHION EA 120.0000 7,560.00 28.000 3,360.00 63.000 7,560.00 17 TEMPORARY TRAFFIC SCREEN M 9.0000 9,990.00 370.594 3,335.35 1,022.294 9,200.65 18 ABANDON CULVERT M 25.0000 4,000.00 53.000 1,325.00 19 REMOVE METAL BEAM GUARD RAILING M 32.0000 5,440.00 40.000 1,280.00 164.000 5,248.00 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,160.00 1,958.000 3,916.00 21 REMOVE PAVEMENT MARKER EA 2.0000 880.00 587.000 1,174.00 22 REMOVE ROADSIDE SIGN EA 60.0000 120.00 2.000 120.00 2.000 120.00 PROGRAM CAS145 PAGE 2 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294924 TIME 10:47 AM ESTIMATE NO. 07 BID OPENING 12/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: SINGH, JATINDER DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE SIGN PANEL EA 60.0000 120.00 2.000 120.00 24 REMOVE UNDERDRAIN M 12.0000 4,920.00 404.000 4,848.00 404.000 4,848.00 25 REMOVE CULVERT M 25.0000 1,625.00 64.500 1,612.50 26 REMOVE INLET EA 750.0000 4,500.00 2.000 1,500.00 27 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 650.0000 650.00 0.000 0.00 28 REMOVE BASE AND SURFACING M3 20.0000 111,000.00 1,355.000 27,100.00 2,453.000 49,060.00 29 RELOCATE ROADSIDE SIGN EA 145.0000 145.00 0.000 0.00 30 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.250 12,500.00 1.000 50,000.00 31 ROADWAY EXCAVATION M3 15.0000 116,250.00 1,027.600 15,414.00 7,749.600 116,244.00 32 ROADWAY EXCAVATION (TYPE Z-2) M3 155.0000 85,250.00 278.300 43,136.50 (AERIAL DEPOSITED LEAD AND NATURALLY OCCURING METAL) 33 SAND BACKFILL M3 118.0000 4,602.00 15.000 1,770.00 34 IMPORTED TOPSOIL M3 35.0000 12,250.00 0.000 0.00 35 EROSION CONTROL (TYPE D) M2 1.2500 9,050.00 0.000 0.00 36 EROSION CONTROL (NETTING) M2 4.0000 5,080.00 0.000 0.00 37 WATER BARRIER LINER SYSTEM M2 30.0000 35,100.00 0.000 0.00 (GASOLINE RESISTANT) 38 FIBER ROLLS M 7.0000 1,680.00 150.000 1,050.00 150.000 1,050.00 39 COMPOST, INCORPORATE M2 6.0000 14,700.00 0.000 0.00 40 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 3,800.00 0.000 0.00 41 PLANT (GROUP M) EA 9.0000 14,490.00 0.000 0.00 42 SEEDING M2 1.5000 1,905.00 0.000 0.00 43 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 44 200 MM CORRUGATED HIGH DENSITY M 160.0000 3,200.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 45 CLASS 3 AGGREGATE BASE M3 90.0000 4,680.00 38.550 3,469.50 46 LEAN CONCRETE BASE M3 150.0000 84,000.00 552.680 82,902.00 47 LEAN CONCRETE BASE (RAPID SETTING) M3 230.0000 89,700.00 113.610 26,130.30 48 HOT MIX ASPHALT (TYPE A) TONN 100.0000 12,000.00 90.200 9,020.00 90.200 9,020.00 PROGRAM CAS145 PAGE 3 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294924 TIME 10:47 AM ESTIMATE NO. 07 BID OPENING 12/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: SINGH, JATINDER DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 20.0000 380.00 0.000 0.00 50 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 11.0000 1,760.00 0.000 0.00 51 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 11.0000 1,980.00 0.000 0.00 52 PLACE HOT MIX ASPHALT M2 15.0000 2,850.00 177.000 2,655.00 177.000 2,655.00 (MISCELLANEOUS AREA) 53 CONCRETE PAVEMENT M3 402.0000 418,080.00 1,023.610 411,491.22 54 CONSTRUCT CONCRETE PAVEMENT M3 480.0000 292,800.00 191.720 92,025.60 (RAPID STRENGTH CONCRETE) 55 SEAL PAVEMENT JOINT M 19.0000 24,130.00 2,000.000 38,000.00 2,000.000 38,000.00 56 SEAL LONGITUDINAL ISOLATION JOINT M 19.0000 5,510.00 426.830 8,109.77 426.830 8,109.77 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 33,600.00 4.820 6,748.00 23.530 32,942.00 F) 58 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7500 91,525.00 10,460.000 91,525.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 5,230.00 10,460.000 5,230.00 F) 60 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 160.0000 4,800.00 29.760 4,761.60 61 FURNISH LAMINATED PANEL SIGN M2 165.0000 2,145.00 12.400 2,046.00 (25.4 MM-TYPE A) 62 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 725.00 0.000 0.00 (1.6 MM-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 300.00 0.000 0.00 (2.0 MM-UNFRAMED) 64 1524 MM CAST-IN-DRILLED-HOLE M 2,300.0000 18,400.00 8.000 18,400.00 CONCRETE PILE (SIGN FOUNDATION) 65 ROADSIDE SIGN - ONE POST EA 180.0000 180.00 0.000 0.00 66 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 67 INSTALL SIGN PANEL ON EXISTING FRAME M2 85.0000 1,105.00 12.400 1,054.00 68 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 15,500.00 38.090 9,522.50 69 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 175.0000 7,000.00 30.100 5,267.50 70 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 19,200.00 71.410 8,569.20 71 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 2,200.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 72 100 MM PLASTIC PIPE UNDERDRAIN M 6.0000 540.00 0.000 0.00 73 FILTER FABRIC M2 4.0000 19,760.00 4,651.200 18,604.80 14,531.200 58,124.80 74 CLASS 3 PERMEABLE MATERIAL M3 66.0000 143,220.00 583.900 38,537.40 2,113.400 139,484.40 75 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 27,000.00 450.270 27,016.20 PROGRAM CAS145 PAGE 4 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294924 TIME 10:47 AM ESTIMATE NO. 07 BID OPENING 12/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: SINGH, JATINDER DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 600 MM ALTERNATIVE FLARED END SECTION EA 80.0000 80.00 0.000 0.00 77 ROCK SLOPE PROTECTION M3 10.0000 470.00 0.000 0.00 (FACING, METHOD B) 78 ROCK SLOPE PROTECTION FABRIC M2 7.0000 49.00 0.000 0.00 79 MINOR CONCRETE (MISCELLANEOUS M3 533.0000 16,523.00 29.070 15,494.31 CONSTRUCTION) 80 MINOR CONCRETE (GUTTER) M3 527.0000 24,242.00 0.000 0.00 F) 81 MISCELLANEOUS IRON AND STEEL KG 2.5000 6,050.00 1,384.000 3,460.00 82 OBJECT MARKER EA 35.0000 70.00 2.000 70.00 2.000 70.00 83 METAL BEAM GUARD RAILING (STEEL POST) M 67.5000 13,500.00 280.000 18,900.00 280.000 18,900.00 84 WEED CONTROL MAT (RUBBER) M2 57.0000 19,950.00 237.000 13,509.00 237.000 13,509.00 85 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 1,150.00 2.000 1,150.00 2.000 1,150.00 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,950.0000 3,900.00 2.000 3,900.00 2.000 3,900.00 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 1,921.50 1,830.000 1,921.50 1,830.000 1,921.50 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 666.50 310.000 666.50 310.000 666.50 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 225.00 300.000 225.00 300.000 225.00 (BROKEN 3.66 M - 0.92 M) 90 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 460.00 460.000 460.00 460.000 460.00 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8000 684.00 380.000 684.00 380.000 684.00 92 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 0.300 18,000.00 0.300 18,000.00 93 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 94 CHAIN LINK RAILING M 250.0000 62,500.00 83.540 20,885.00 103.540 25,885.00 PROGRAM CAS145 PAGE 5 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294924 TIME 10:47 AM ESTIMATE NO. 07 BID OPENING 12/01/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: SINGH, JATINDER DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 309,096.14 1,583,118.97 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,720.32 23,009.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 319,816.46 1,606,128.84 95 MOBILIZATION LS 241,000.0000 241,000.00 1.000 241,000.00 ORIGINAL CONTRACT AMOUNT 2,429,933.00 TOTAL WORK COMPLETED 319,816.46 1,847,128.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 319,816.46 1,847,128.84 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 01/14/10 240 04/06/10 01/29/10 03/24/11 117 39 0 9 73% 49% PROGRESS IS SATISFACTORY JOB HAS PEO SINGH, JATINDER RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/20/10