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 10/24/11 EST. NO.08 TIME 01:34 PM R.E. NAME: HARMINDER DEOL 10-0Q2704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0002 2,463.28 A.C. @ U.P.(+) 052011 N 2 0 2,463.28 TOTAL THIS ESTIMATE 23,977.83 TOTAL PREVIOUS ESTIMATE 26,441.11 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 10/24/11 EST. NO.08 TIME 01:34 PM R.E. NAME: HARMINDER DEOL 10-0Q2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-205-1.9/R7.9 ----------------------- BAY CITIES PAVING AND GRADING IN SAN JOAQUIN COUNTY NEAR TRACY INC AT VARIOUS LOCATIONS P O BOX 6227 CONCORD CA 94524 FED. AID NO. N O N E CONSTRUCT ADDITIONAL LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 853.0000 217,515.00 18.000 15,354.00 101.000 86,153.00 004 CONSTRUCTION SITE MANAGEMENT LS 7,275.0000 7,275.00 0.100 727.50 0.320 2,328.00 005 PREPARE STORM WATER POLLUTION LS 1,428.0000 1,428.00 1.000 1,428.00 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.3500 752.00 12,350.000 29,022.50 007 TEMPORARY SILT FENCE LF 2.2400 30,240.00 0.000 0.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 1,300.0000 9,100.00 8.000 10,400.00 009 TEMPORARY COVER SQYD 1.2000 6,720.00 0.000 0.00 010 MOVE-IN/MOVE-OUT EA 357.0000 2,856.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 96.9000 4,069.80 3.000 290.70 012 STREET SWEEPING LS 5,100.0000 5,100.00 0.100 510.00 0.370 1,887.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,100.0000 5,100.00 0.150 765.00 0.250 1,275.00 014 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 6,960.00 0.000 0.00 015 TEMPORARY SOIL BINDER SQYD 0.1500 3,840.00 0.000 0.00 016 CONSTRUCTION AREA SIGNS LS 14,178.0000 14,178.00 0.600 8,506.80 017 TRAFFIC CONTROL SYSTEM LS 67,551.0000 67,551.00 0.100 6,755.10 0.370 24,993.87 018 CHANNELIZER (SURFACE MOUNTED) EA 30.6000 2,754.00 47.000 1,438.20 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,790.0000 5,790.00 0.100 579.00 0.370 2,142.30 020 TEMPORARY RAILING (TYPE K) LF 4.0000 62,800.00 7,660.000 30,640.00 021 TEMPORARY CRASH CUSHION MODULE EA 204.0000 19,992.00 70.000 14,280.00 022 TEMPORARY TRAFFIC SCREEN LF 1.4000 21,980.00 6,700.000 9,380.00 PROGRAM CAS145 PAGE 2 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT LF 10.0000 1,600.00 80.000 800.00 80.000 800.00 024 REMOVE FENCE (TYPE BW) LF 0.7700 9,317.00 4,000.000 3,080.00 025 REMOVE BARRIER LF 204.0000 3,264.00 0.000 0.00 026 REMOVE FLARED END SECTION EA 167.0000 1,503.00 2.000 334.00 027 REMOVE PAINTED TRAFFIC STRIPE LF 0.7100 6,042.10 30,819.000 21,881.49 028 REMOVE PAVEMENT MARKING SQFT 2.0400 265.20 0.000 0.00 029 REMOVE PAVEMENT MARKER EA 1.0200 6,936.00 4,302.000 4,388.04 030 REMOVE ROADSIDE SIGN EA 102.0000 2,142.00 0.000 0.00 031 REMOVE SIGN STRUCTURE EA 1,989.0000 7,956.00 3.500 6,961.50 032 REMOVE CULVERT LF 11.0000 2,200.00 148.500 1,633.50 163.900 1,802.90 033 REMOVE INLET EA 420.0000 2,100.00 3.000 1,260.00 034 REMOVE DOWNDRAIN LF 12.0000 1,320.00 20.900 250.80 035 SALVAGE METAL BEAM GUARD RAILING LF 13.0100 7,285.60 375.000 4,878.75 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0500 38,110.50 5,673.800 22,978.89 037 REMOVE CONCRETE CY 240.0000 1,680.00 0.000 0.00 038 REMOVE SOUND WALL SQYD 479.0000 7,664.00 0.000 0.00 039 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.800 24,000.00 040 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 041 ROADWAY EXCAVATION CY 7.8500 658,615.00 33,264.000 261,122.40 042 LEAD COMPLIANCE PLAN LS 2,550.0000 2,550.00 1.000 2,550.00 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.7500 194,618.00 2,500.000 26,875.00 13,434.000 144,415.50 (F) 044 STRUCTURE BACKFILL (RETAINING WALL) CY 23.7500 251,607.50 1,150.000 27,312.50 3,114.000 73,957.50 (F) 045 PERVIOUS BACKFILL MATERIAL CY 44.8000 83,328.00 514.000 23,027.20 821.000 36,780.80 046 SAND BACKFILL CY 200.0000 3,200.00 0.000 0.00 047 IMPORTED MATERIAL (SHOULDER BACKING) TON 29.5000 13,570.00 0.000 0.00 048 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.1500 7,847.50 1,393.000 2,994.95 3,559.000 7,651.85 049 HIGHWAY PLANTING LS 8,364.0000 8,364.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 510.0000 10,200.00 0.000 0.00 051 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,448.0000 29,376.00 0.000 0.00 052 PLANT ESTABLISHMENT WORK LS 5,100.0000 5,100.00 0.000 0.00 053 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,020.0000 1,020.00 0.000 0.00 054 IRRIGATION SYSTEM LS 30,365.4000 30,365.40 0.000 0.00 055 10" WELDED STEEL PIPE CONDUIT LF 72.4200 28,243.80 0.000 0.00 (.250" THICK) 056 CLASS 4 AGGREGATE SUBBASE CY 11.3000 162,720.00 0.000 0.00 057 CLASS 3 AGGREGATE BASE CY 28.1500 537,665.00 1,463.000 41,183.45 058 HOT MIX ASPHALT TON 56.0000 756,000.00 1,332.530 74,621.68 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 75.0000 817,500.00 0.000 0.00 060 RUMBLE STRIP STA 12.1400 4,370.40 0.000 0.00 061 DATA CORE LS 6,885.0000 6,885.00 0.000 0.00 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0400 795.60 0.000 0.00 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0400 3,957.60 0.000 0.00 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0400 1,203.60 0.000 0.00 065 PLACE HOT MIX ASPHALT SQYD 37.8000 3,591.00 0.000 0.00 (MISCELLANEOUS AREA) 066 TACK COAT TON 680.8000 30,636.00 0.740 503.79 067 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 62.2200 8,088.60 0.000 0.00 068 STRUCTURAL CONCRETE, RETAINING WALL CY 410.0000 2,489,520.00 757.000 310,370.00 3,221.000 1,320,610.00 (F) 069 CLASS 1 CONCRETE (BOX CULVERT) CY 1,015.0000 18,270.00 0.000 0.00 070 MINOR CONCRETE (MINOR STRUCTURE) CY 556.0000 116,204.00 19.510 10,847.56 19.510 10,847.56 (F) 071 SOUND WALL (MASONRY BLOCK) SQFT 21.4000 25,808.40 0.000 0.00 (F) 072 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 492,173.00 61,359.510 61,359.51 261,081.510 261,081.51 (F) 073 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3000 3,764.80 0.000 0.00 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4500 307,330.95 0.000 0.00 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 16,917.30 0.000 0.00 (F) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.8700 9,812.40 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7300 1,524.90 0.000 0.00 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.3000 629.20 0.000 0.00 (0.063"-FRAMED) 079 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 520.2000 19,767.60 0.000 0.00 (SIGN FOUNDATION) 080 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 591.6000 88,740.00 0.000 0.00 (SIGN FOUNDATION) 081 METAL (RAIL MOUNTED SIGN) LB 8.1600 38,923.20 0.000 0.00 082 ROADSIDE SIGN - ONE POST EA 249.9000 1,499.40 0.000 0.00 083 ROADSIDE SIGN - TWO POST EA 459.0000 2,754.00 0.000 0.00 084 INSTALL ROADSIDE SIGN EA 765.0000 2,295.00 0.000 0.00 (LAMINATED WOOD BOX POST) 085 18" ALTERNATIVE PIPE CULVERT LF 56.8500 57,987.00 533.200 30,312.42 533.200 30,312.42 086 24" REINFORCED CONCRETE PIPE LF 260.0000 41,600.00 30.000 7,800.00 160.000 41,600.00 087 24" CONCRETE FLARED END SECTION EA 582.4500 1,164.90 0.000 0.00 088 18" ALTERNATIVE FLARED END SECTION EA 205.5000 2,055.00 0.000 0.00 089 36" ALTERNATIVE PIPE INLET LF 182.6500 1,643.85 0.000 0.00 090 ROCK SLOPE PROTECTION CY 146.8000 35,232.00 0.000 0.00 (BACKING NO. 1, METHOD B) 091 GABION CY 143.1000 343,440.00 436.760 62,500.36 092 ROCK SLOPE PROTECTION FABRIC SQYD 3.1500 2,394.00 0.000 0.00 093 MISCELLANEOUS IRON AND STEEL LB 1.2000 13,215.60 0.000 0.00 (F) 094 CHAIN LINK FENCE (TYPE CL-6) LF 10.7100 128,520.00 0.000 0.00 095 12' CHAIN LINK GATE (TYPE CL-6) EA 2,040.0000 6,120.00 0.000 0.00 096 DELINEATOR (CLASS 1) EA 30.6000 1,162.80 0.000 0.00 097 OBJECT MARKER (TYPE L-1) EA 35.7000 285.60 0.000 0.00 098 METAL BEAM GUARD RAILING (WOOD POST) LF 23.4600 14,310.60 0.000 0.00 099 VEGETATION CONTROL (MINOR CONCRETE) SQYD 36.0000 24,840.00 0.000 0.00 100 CONCRETE BARRIER (TYPE 27S) LF 112.2000 448.80 0.000 0.00 101 CABLE RAILING LF 10.2000 13,974.00 0.000 0.00 102 TRANSITION RAILING (TYPE WB) EA 2,499.0000 19,992.00 0.000 0.00 103 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 816.0000 2,448.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,989.0000 17,901.00 0.000 0.00 105 CONCRETE BARRIER (TYPE 60SC) LF 113.0000 270,070.00 0.000 0.00 106 CONCRETE BARRIER (TYPE 732A) LF 51.0000 405,960.00 0.000 0.00 107 CONCRETE BARRIER (TYPE 736S) LF 102.0000 9,384.00 0.000 0.00 108 THERMOPLASTIC PAVEMENT MARKING SQFT 5.1000 1,938.00 0.000 0.00 109 THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 26,379.00 0.000 0.00 (SPRAYABLE) 110 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2200 19,580.00 70,554.000 15,521.88 111 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 10,128.60 1,431.000 4,378.86 112 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 102.0000 102.00 0.100 10.20 SYSTEM ELEMENTS DURING CONSTRUCTION 113 ELECTRICAL (STAGE 1 CONSTRUCTION) LS 46,410.0000 46,410.00 0.700 32,487.00 114 LIGHTING AND SIGN ILLUMINATION LS 108,120.0000 108,120.00 0.250 27,030.00 115 CHANGEABLE MESSAGE SIGN SYSTEM LS 42,840.0000 42,840.00 0.000 0.00 116 ELECTRIC SERVICE (IRRIGATION) LS 7,140.0000 7,140.00 0.800 5,712.00 117 MICROWAVE VEHICLE DETECTION SYSTEM LS 73,950.0000 73,950.00 0.000 0.00 118 MODIFY TRAFFIC MONITORING STATION LS 26,520.0000 26,520.00 0.000 0.00 119 CLOSED CIRCUIT TELEVISION SYSTEM LS 44,370.0000 44,370.00 0.000 0.00 120 WEATHER MONITORING STATION LS 80,070.0000 80,070.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q2704 TIME 01:34 PM ESTIMATE NO. 08 BID OPENING 06/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HARMINDER DEOL DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 528,023.24 2,772,910.50 ADJUSTMENT OF COMPENSATION 2,463.28 18,235.45 EXTRA WORK 0.00 8,205.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 530,486.52 2,799,351.61 121 MOBILIZATION LS 550,000.0000 550,000.00 0.950 522,500.00 ORIGINAL CONTRACT AMOUNT 10,385,685.10 TOTAL WORK COMPLETED 530,486.52 3,321,851.61 MATERIALS ON HAND ON SITE 76,415.77 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 530,486.52 3,398,267.38 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 11/02/10 505 00/00/00 12/27/10 05/29/12 101 104 0 250 31% 30% PROGRESS IS SATISFACTORY CCO *** SUSPENDED ON 12/27/10. HARMINDER DEOL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11