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 06/20/12 EST. NO.27 TIME 09:25 AM R.E. NAME: DEOL, HARMINDER 10-3A1204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 035 0001 -6,683.00 A.C. @ L.S.(-) 061812 N 001 0 -6,683.00 TOTAL THIS ESTIMATE 724,520.45 TOTAL PREVIOUS ESTIMATE 717,837.45 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 06/20/12 EST. NO.27 TIME 09:25 AM R.E. NAME: DEOL, HARMINDER 10-3A1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC STABILITY 07-2036 -479.70 05 BASLINE CPM -1,497,419.90 07 CPM SCHEDULE -291,243.00 07 MISSING PAYROLLS -5,000.00 07 RELEASE CPM 788,662.90 07 RELEASE CPM 500,000.00 08 RELEASE CPM RETNT, 250,000.00 12 CPM UPDATE-PENDING -250,000.00 14 REC'ED PAYROLLS 5,000.00 14 RELEASE CPM DED. 250,000.00 15 RELEASE CPM DED. 250,000.00 16 ELECTRICAL SERVICE -5,000.00 22 RELEASEELECT.SERVICE 5,000.00 23 0.00 -479.70 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 14 MISSING PAYROLLS -10,000.00 15 REC'ED PAYROLLS#14 10,000.00 15 REC'ED PAYROLLS 10,000.00 16 MISSING PAYROLLS -10,000.00 20 REC'ED PAYROLLS 10,000.00 21 MISSING PAYROLLS -10,000.00 23 RECE'ED PAYROLLS 10,000.00 24 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM-4401 -10,000.00 23 REC'ED CEM-4401 10,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 -479.70 PROGRAM CAS145 PAGE 1 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 LOCATION FINAL ESTIMATE 10-SJ-5-R13.9/R15.6 -------------- NEHEMIAH CONSTRUCTION INC IN SAN JOAQUIN COUNTY IN LATHROP 4790 E 2ND STREET FROM 0.1 KM NORTH OF PARADISE CUT BENICIA CA 94501 OVERFLOW BRIDGE TO 0.7 KM NORTH OF ROUTE 5 AND 120 SEPERATION OVERHEAD FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 1.000 3,500.00 002 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,400,000.00 514.000 1,439,200.00 003 TEMPORARY FENCE (TYPE ESA) M 20.0000 38,200.00 962.000 19,240.00 (S) 004 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 1.000 11,250.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 1.000 20,000.00 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 4,000.00 4.000 4,000.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 3.000 3,000.00 008 ASBESTOS HEALTH & SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 009 ASBESTOS SURVEY LS 2,000.0000 2,000.00 1.000 2,000.00 010 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 (S) 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,660.00 76.000 2,660.00 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 014 TEMPORARY RAILING (TYPE K) M 140.0000 502,600.00 3,584.500 501,830.00 (S) 015 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 86.000 25,800.00 (S) 016 TEMPORARY CRASH CUSHION EA 3,500.0000 7,000.00 2.000 7,000.00 (S) (ALTERNATIVE TERMINAL SYSTEM) 017 TEMPORARY TRAFFIC SCREEN M 25.0000 89,750.00 3,560.400 89,010.00 (S) 018 REMOVE METAL BEAM GUARD RAILING M 25.0000 1,875.00 151.200 3,780.00 (S) 019 REMOVE SINGLE THRIE BEAM BARRIER M 25.0000 2,300.00 103.430 2,585.75 (S) 020 REMOVE DOUBLE THRIE BEAM BARRIER M 75.0000 75,750.00 1,024.890 76,866.75 (S) 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 11,760.00 2,979.000 11,916.00 (S) STRIPE 022 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 14,280.00 4,670.000 14,010.00 (S) PROGRAM CAS145 PAGE 2 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED PAVEMENT MARKING M2 100.0000 1,200.00 11.700 1,170.00 (S) 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,760.00 2,190.000 8,760.00 (S) 025 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 200.0000 2,400.00 11.700 2,340.00 (S) 026 REMOVE PAVEMENT MARKER EA 4.0000 12,440.00 3,364.000 13,456.00 (S) 027 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 4.000 2,000.00 028 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000.00 029 REMOVE PIPE M 100.0000 1,600.00 16.000 1,600.00 030 REMOVE INLET EA 500.0000 4,000.00 8.000 4,000.00 031 SALVAGE METAL BRIDGE RAILING M 100.0000 76,000.00 760.000 76,000.00 032 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 200.0000 4,000.00 21.600 4,320.00 033 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 1,000.00 8.000 1,000.00 (S) 034 ACCESS OPENING, SOFFIT EA 1,000.0000 10,000.00 5.000 5,000.00 035 BRIDGE REMOVAL (PORTION), LOCATION A LS 170,000.0000 170,000.00 0.980 166,600.00 036 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 037 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000.00 038 ROADWAY EXCAVATION M3 150.0000 718,500.00 4,790.000 718,500.00 039 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 040 STRUCTURE EXCAVATION (BRIDGE) M3 700.0000 329,000.00 470.000 329,000.00 (F) 041 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 76,000.00 380.000 76,000.00 (F) 042 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 44,000.00 119.000 23,800.00 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 20,000.00 100.000 20,000.00 (F) 044 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 43,000.00 430.000 43,000.00 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 2,000.00 115.300 2,306.00 (F) 046 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 44,400.00 1,480.000 44,400.00 047 STRAW (EROSION CONTROL) TONN 400.0000 4,000.00 2.793 1,117.20 (S) 048 COMPOST M3 260.0000 13,260.00 15.770 4,100.20 (S) 049 FIBER (EROSION CONTROL) KG 1.0000 2,040.00 843.950 843.95 (S) PROGRAM CAS145 PAGE 3 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 8,000.00 4.000 4,000.00 (S) 051 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 7,150.00 25.022 3,252.86 (S) 052 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 680.00 122.630 245.26 (S) 053 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 780.00 104.340 313.02 (S) 054 NPS 3 SUPPLY LINE (BRIDGE) M 100.0000 40,000.00 430.970 43,097.00 055 100 MM CONDUIT (FUTURE UTILITY) M 20.0000 8,000.00 421.000 8,420.00 056 MAINTENANCE VEHICLE PULLOUT EA 5,000.0000 5,000.00 1.000 5,000.00 (S) 057 CLASS 2 AGGREGATE BASE M3 140.0000 484,400.00 3,600.000 504,000.00 058 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 7,400.00 14.540 2,908.00 059 ASPHALT CONCRETE (TYPE B) TONN 87.0000 594,210.00 6,696.110 582,561.57 060 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 150.0000 55,500.00 356.250 53,437.50 AREA) 061 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 50.0000 3,250.00 110.400 5,520.00 062 SHOULDER RUMBLE STRIP STA 400.0000 8,400.00 21.000 8,400.00 (AC, ROLLED-IN INDENTATIONS) 063 FURNISH STEEL PIPE PILING (610 MM) M 410.0000 899,950.00 2,170.630 889,958.30 064 DRIVE STEEL PIPE PILE (610 MM) EA 3,000.0000 369,000.00 120.000 360,000.00 (S) 065 FURNISH PILING (CLASS 625) M 200.0000 74,800.00 372.000 74,400.00 066 DRIVE PILE (CLASS 625) EA 2,000.0000 40,000.00 20.000 40,000.00 (S) 067 FURNISH PILING (CLASS 400) (ALT X) M 160.0000 52,800.00 500.600 80,096.00 068 DRIVE PILE (CLASS 400) (ALT X) EA 1,500.0000 34,500.00 25.000 37,500.00 (S) 069 PRESTRESSING CAST-IN-PLACE CONCRETE LS 52,000.0000 52,000.00 1.000 52,000.00 (S) 070 SEAL COURSE CONCRETE M3 800.0000 76,000.00 108.900 87,120.00 071 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 100,000.00 195.800 97,900.00 (F) 072 STRUCTURAL CONCRETE, BRIDGE M3 760.0000 1,314,800.00 1,795.310 1,364,435.60 (F) 073 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 36,000.00 45.000 36,000.00 (F) 074 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 40,000.00 40.000 40,000.00 (F) (TYPE N) 075 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 250,000.00 189.960 189,960.00 (TYPE R) 076 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 24,000.00 24.000 24,000.00 (F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 4 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 20,400.00 17.000 20,400.00 (F) 078 MINOR CONCRETE (BACKFILL) M3 400.0000 56,000.00 137.040 54,816.00 079 PAVING NOTCH EXTENSION M3 2,500.0000 20,000.00 0.000 0.00 080 DIAPHRAGM BOLSTER EA 2,000.0000 20,000.00 9.000 18,000.00 081 DRILL AND BOND DOWEL M 70.0000 38,500.00 550.000 38,500.00 082 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 65.0000 9,100.00 140.000 9,100.00 083 CORE CONCRETE (301 MM - 350 MM) M 200.0000 1,800.00 9.000 1,800.00 (S) 084 JOINT SEAL (MR 40 MM) M 200.0000 2,000.00 0.000 0.00 (S) 085 JOINT SEAL (MR 50 MM) M 200.0000 6,400.00 0.000 0.00 (S) 086 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 715,000.00 331,909.470 730,200.83 (SF) 087 BAR REINFORCING STEEL (RETAINING WALL) KG 2.8000 7,560.00 2,700.000 7,560.00 (SF) 088 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 208,417.00 18,947.000 208,417.00 (F) 089 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,947.00 18,947.000 18,947.00 (SF) 090 1524 MM CAST-IN-DRILLED-HOLE M 6,000.0000 42,000.00 7.000 42,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 091 ROADSIDE SIGN - ONE POST EA 500.0000 2,000.00 4.000 2,000.00 092 450 MM REINFORCED CONCRETE PIPE M 300.0000 63,000.00 210.000 63,000.00 093 600 MM REINFORCED CONCRETE PIPE M 300.0000 180,000.00 592.000 177,600.00 094 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,600.0000 36,800.00 23.500 37,600.00 (CLASS IV) 095 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,600.0000 72,000.00 48.770 78,032.00 (CLASS V) 096 600 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,500.00 13.100 6,550.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 097 600 MM ANCHOR ASSEMBLY EA 400.0000 2,000.00 8.000 3,200.00 098 900 MM PRECAST CONCRETE PIPE INLET M 400.0000 4,800.00 11.950 4,780.00 099 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 1,100.00 11.000 1,100.00 100 ROCK SLOPE PROTECTION M3 100.0000 38,000.00 434.000 43,400.00 (BACKING NO. 1, METHOD B) 101 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 100.0000 45,000.00 500.000 50,000.00 102 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 96,000.00 1,033.000 103,300.00 PROGRAM CAS145 PAGE 5 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,360.00 981.000 7,848.00 104 MISCELLANEOUS IRON AND STEEL KG 8.0000 20,072.00 2,509.000 20,072.00 (SF) 105 MISCELLANEOUS METAL KG 10.0000 21,000.00 2,100.000 21,000.00 (SF)(RESTRAINER - PIPE TYPE) 106 BRIDGE DECK DRAINAGE SYSTEM KG 14.0000 111,300.00 7,950.000 111,300.00 (SF) 107 DELINEATOR (CLASS 1) EA 50.0000 1,050.00 25.000 1,250.00 108 METAL BEAM GUARD RAILING (STEEL POST) M 150.0000 7,500.00 126.200 18,930.00 (S) 109 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 400.0000 17,600.00 44.000 17,600.00 (SF) 110 SINGLE THRIE BEAM BARRIER (STEEL POST) M 200.0000 18,400.00 127.000 25,400.00 (S) 111 TRANSITION RAILING (TYPE STB) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 112 TRANSITION RAILING (TYPE WB) EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 113 END CAP (TYPE A) EA 500.0000 1,000.00 2.000 1,000.00 (S) 114 END CAP (TYPE TC) EA 500.0000 1,500.00 3.000 1,500.00 (S) 115 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 1.000 2,000.00 (S) 116 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 750.00 1.000 750.00 (S) 117 CONCRETE BARRIER (TYPE 60C) M 250.0000 275,000.00 1,100.000 275,000.00 118 CONCRETE BARRIER (TYPE 736) M 300.0000 116,700.00 389.000 116,700.00 (F) 119 CONCRETE BARRIER (TYPE 736R) M 300.0000 114,600.00 382.000 114,600.00 (F) 120 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 1,200.00 12.000 1,200.00 (S) 121 THERMOPLASTIC TRAFFIC STRIPE M 1.5000 18,000.00 12,817.000 19,225.50 (S) (SPRAYABLE) 122 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 3,202.50 9,506.000 3,327.10 (S) 123 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 420.00 11.700 409.50 (S) 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,040.00 1,393.000 5,572.00 (S) 125 LIGHTING (TEMPORARY) LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 126 MODIFY LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (LOCATION 1) 127 MODIFY LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 1.000 240,000.00 (S) (LOCATION 2) 128 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 3,000.0000 3,000.00 1.000 3,000.00 (S) 129 CHANGEABLE MESSAGE SIGN SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 (S) PROGRAM CAS145 PAGE 6 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 MODIFY TRAFFIC MONITORING STATION LS 60,000.0000 60,000.00 1.000 60,000.00 (S) (LOCATION 1) 131 MODIFY TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION 2) 132 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 3) 133 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 1.000 35,000.00 (S) (LOCATION 4) 134 CLOSED CIRCUIT TELEVISION SYSTEM LS 17,000.0000 17,000.00 1.000 17,000.00 (S) (LOCATION 1) 135 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 2) 136 MODIFY WEATHER STATION AND VISIBILITY LS 2,000.0000 2,000.00 1.000 2,000.00 (S) SENSOR (LOCATION 2) 137 MODIFY WEATHER STATION AND VISIBILITY LS 3,000.0000 3,000.00 1.000 3,000.00 (S) SENSOR (LOCATION 1) PROGRAM CAS145 PAGE 7 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 09:25 AM ESTIMATE NO. 27 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/07/08 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 11,784,473.89 ADJUSTMENT OF COMPENSATION -6,683.00 107,176.47 EXTRA WORK 0.00 610,660.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -6,683.00 12,502,311.34 138 MOBILIZATION LS 210,000.0000 1,210,000.00 1.000 1,210,000.00 ORIGINAL CONTRACT AMOUNT 12,970,163.50 TOTAL WORK COMPLETED -6,683.00 13,712,311.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -479.70 TOTAL -6,683.00 13,711,831.64 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 11/30/06 500 01/08/07 01/08/07 11/07/08 457 3 14 0 100% 100% DEOL, HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/12