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 07/20/11 EST. NO.03 TIME 02:44 PM R.E. NAME: HASSAN JAKHAR 10-3A66U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 2,962.50 E.W. @ F.A.(+) 042011 Y 0001.0 2,962.50 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,962.50 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 07/20/11 EST. NO.03 TIME 02:44 PM R.E. NAME: HASSAN JAKHAR 10-3A66U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 LOCATION PROGRESS ESTIMATE 10-MER-140-36.5/37.6 ----------------- R G W CONSTRUCTION INC IN MERCED COUNTY IN AND NEAR MERCED 550 GREENVILLE ROAD FROM MARTHELLA AVENUE TO 0.3 KM LIVERMORE CA 94550 EAST OF SANTA FE AVENUE FED. AID NO. ACNH-P140(31)E REPLACE BRIDGE AND WIDEN 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 5,000.0000 5,000.00 0.500 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 1.000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,190,000.00 19.000 38,000.00 25.000 50,000.00 04 TEMPORARY SUPPORT LS 230,000.0000 230,000.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 27,000.0000 27,000.00 0.030 810.00 0.040 1,080.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.500 750.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 14.0000 6,580.00 53.000 742.00 1,055.000 14,770.00 08 TEMPORARY SILT FENCE M 18.0000 12,780.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 9,000.0000 27,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 5,500.00 2.000 5,500.00 11 TEMPORARY COVER M2 1.4000 3,500.00 0.000 0.00 12 MOVE-IN/MOVE-OUT EA 750.0000 2,250.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 120.0000 6,000.00 5.000 600.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 0.040 1,000.00 0.040 1,000.00 15 TEMPORARY HYDROSEED M2 0.1400 6,300.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.170 1,700.00 0.490 4,900.00 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.030 3,750.00 0.040 5,000.00 18 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 8,500.00 0.000 0.00 19 TEMPORARY SIGNAL SYSTEM LS 53,000.0000 53,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,100.0000 17,100.00 0.000 0.00 21 TEMPORARY RAILING (TYPE K) M 50.0000 142,500.00 506.000 25,300.00 573.000 28,650.00 22 TEMPORARY CRASH CUSHION MODULE EA 185.0000 27,750.00 36.000 6,660.00 36.000 6,660.00 PROGRAM CAS145 PAGE 2 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC SCREEN M 20.0000 17,200.00 0.000 0.00 24 REMOVE MARKER EA 50.0000 1,600.00 0.000 0.00 25 REMOVE METAL BEAM GUARD RAILING M 25.0000 8,500.00 164.000 4,100.00 164.000 4,100.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.6000 2,808.00 191.000 496.60 191.000 496.60 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.6000 19,474.00 547.000 1,422.20 547.000 1,422.20 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE M 1.7000 1,003.00 590.000 1,003.00 590.000 1,003.00 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6500 10,263.00 1,892.000 3,121.80 1,892.000 3,121.80 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 3,250.00 45.000 1,125.00 45.000 1,125.00 31 REMOVE PAVEMENT MARKER EA 1.0000 990.00 310.000 310.00 310.000 310.00 32 REMOVE ROADSIDE SIGN EA 100.0000 2,000.00 1.000 100.00 1.000 100.00 33 REMOVE CURB M 25.0000 1,350.00 0.000 0.00 34 REMOVE CULVERT M 60.0000 3,360.00 0.000 0.00 35 REMOVE HEADWALL EA 700.0000 2,800.00 0.000 0.00 36 REMOVE BASE AND SURFACING M3 14.0000 28,000.00 33.000 462.00 37 REMOVE CONCRETE DECK SURFACE M2 400.0000 6,000.00 0.000 0.00 38 REMOVE DELINEATOR EA 40.0000 280.00 0.000 0.00 39 RESET MAILBOX EA 350.0000 6,300.00 0.000 0.00 40 RESET MILEPOST MARKER EA 100.0000 100.00 0.000 0.00 41 RELOCATE FENCE M 45.0000 1,395.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN EA 220.0000 1,540.00 1.000 220.00 1.000 220.00 43 RELOCATE SIGN STRUCTURE EA 9,500.0000 9,500.00 0.000 0.00 44 ADJUST FRAME AND COVER TO GRADE EA 600.0000 20,400.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 14,900.00 441.000 4,410.00 441.000 4,410.00 46 REMOVE CONCRETE (CURB AND GUTTER) M 35.0000 12,600.00 0.000 0.00 47 PREPARE CONCRETE BRIDGE DECK SURFACE M2 80.0000 2,320.00 0.000 0.00 48 REMOVE BOX CULVERT EA 6,000.0000 6,000.00 0.000 0.00 49 BRIDGE REMOVAL LS 210,000.0000 210,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.050 1,000.00 51 DEVELOP WATER SUPPLY LS 19,000.0000 19,000.00 0.040 760.00 0.040 760.00 52 ROADWAY EXCAVATION M3 17.0000 489,600.00 3,398.000 57,766.00 53 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.750 1,500.00 0.750 1,500.00 54 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 55 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 32,550.00 0.000 0.00 F) 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 12.0000 480.00 0.000 0.00 F) 57 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 91,700.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 3,600.00 0.000 0.00 F) 59 EARTH RETAINING STRUCTURE, LOCATION A M2 500.0000 575,000.00 0.000 0.00 F) 60 EARTH RETAINING STRUCTURE, LOCATION B M2 960.0000 1,036,800.00 0.000 0.00 F) 61 EARTH RETAINING STRUCTURE, LOCATION C M2 500.0000 650,000.00 0.000 0.00 F) 62 EARTH RETAINING STRUCTURE, LOCATION D M2 1,060.0000 821,500.00 0.000 0.00 F) 63 IMPORTED BORROW M3 0.5000 2,125.00 0.000 0.00 64 HIGHWAY PLANTING LS 17,500.0000 17,500.00 0.000 0.00 65 EROSION CONTROL (TYPE D) M2 0.8500 38,250.00 0.000 0.00 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 2,250.00 0.000 0.00 67 PLANT ESTABLISHMENT WORK LS 22,000.0000 22,000.00 0.000 0.00 68 IRRIGATION SYSTEM LS 79,000.0000 79,000.00 0.000 0.00 69 NPS 1 1/4 SUPPLY LINE (BRIDGE) M 68.0000 25,160.00 0.000 0.00 70 NPS 1 1/2 SUPPLY LINE (BRIDGE) M 69.0000 25,530.00 0.000 0.00 71 WATER METER EA 14,500.0000 14,500.00 0.000 0.00 72 IRRIGATION SLEEVE 100 MM PLASTIC PIPE M 111.0000 3,108.00 0.000 0.00 (P R315) 73 IRRIGATION SLEEVE 150 MM PLASTIC PIPE M 111.0000 444.00 0.000 0.00 (S CH 40) 74 150 MM BITUMINOUS COATED STEEL PIPE M 350.0000 5,600.00 0.000 0.00 CONDUIT (1.63 MM THICK) 75 200 MM BITUMINOUS COATED STEEL PIPE M 477.0000 17,172.00 0.000 0.00 CONDUIT (1.63 MM THICK) 76 CLASS 2 AGGREGATE BASE M3 39.0000 670,800.00 1,835.000 71,565.00 1,835.000 71,565.00 PROGRAM CAS145 PAGE 4 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HOT MIX ASPHALT TONN 69.0000 807,300.00 942.500 65,032.50 942.500 65,032.50 78 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 79 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 800.00 0.000 0.00 80 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 2,800.00 0.000 0.00 81 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 160.00 0.000 0.00 82 PLACE HOT MIX ASPHALT M2 15.0000 4,800.00 0.000 0.00 (MISCELLANEOUS AREA) 83 TACK COAT TONN 900.0000 8,100.00 0.000 0.00 84 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 292,500.00 0.000 0.00 PILING 85 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 2,200.0000 726,000.00 0.000 0.00 PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 444,000.0000 444,000.00 0.000 0.00 87 PRESTRESSING CAST-IN-PLACE CONCRETE LS 55,000.0000 55,000.00 0.000 0.00 (TRANSVERSE) 88 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 60,000.00 0.000 0.00 F) 89 STRUCTURAL CONCRETE, BRIDGE M3 480.0000 3,619,200.00 0.000 0.00 F) 90 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 17,500.00 0.000 0.00 F) 91 STRUCTURAL CONCRETE, BARRIER SLAB M3 320.0000 296,000.00 0.000 0.00 F) 92 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 78,000.00 0.000 0.00 F) (TYPE N) 93 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 54,000.00 5.700 5,700.00 5.700 5,700.00 F) 94 MINOR CONCRETE (BACKFILL) M3 85.0000 6,120.00 0.000 0.00 95 ARCHITECTURAL TREATMENT(COBBLESTONE M2 88.0000 46,200.00 0.000 0.00 F) TEXTURE) 96 FURNISH POLYESTER CONCRETE OVERLAY M3 4,500.0000 3,600.00 0.000 0.00 97 PLACE POLYESTER CONCRETE OVERLAY M2 1,000.0000 29,000.00 0.000 0.00 F) 98 SOUND WALL (MASONRY BLOCK) M2 200.0000 46,000.00 0.000 0.00 F) 99 PTFE BEARING EA 4,100.0000 65,600.00 0.000 0.00 00 PTFE SPHERICAL BEARING EA 7,800.0000 62,400.00 0.000 0.00 01 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,700.0000 85,000.00 0.000 0.00 02 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,900.0000 72,500.00 0.000 0.00 03 BAR REINFORCING STEEL (BRIDGE) KG 1.2500 1,858,750.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5200 8,064.00 0.000 0.00 F) 05 FURNISH SINGLE SHEET ALUMINUM SIGN M2 124.0000 2,852.00 0.000 0.00 (1.6 MM-UNFRAMED) 06 FURNISH SINGLE SHEET ALUMINUM SIGN M2 161.0000 1,449.00 0.000 0.00 (2.0 MM-UNFRAMED) 07 FURNISH SINGLE SHEET ALUMINUM SIGN M2 173.0000 1,384.00 0.000 0.00 (1.6 MM-FRAMED) 08 1220 MM CAST-IN-DRILLED-HOLE M 450.0000 2,700.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 09 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,300.00 0.000 0.00 10 ROADSIDE SIGN - ONE POST EA 150.0000 6,450.00 0.000 0.00 11 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 0.000 0.00 12 PREPARE AND STAIN CONCRETE M2 37.0000 170,940.00 0.000 0.00 13 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 7,520.00 0.000 0.00 14 600 MM ALTERNATIVE PIPE CULVERT M 155.0000 89,900.00 0.000 0.00 15 300 MM BITUMINOUS COATED DUCTILE IRON M 400.0000 8,400.00 0.000 0.00 PIPE 16 375 MM BITUMINOUS COATED DUCTILE IRON M 285.0000 26,220.00 0.000 0.00 PIPE 17 450 MM BITUMINOUS COATED DUCTILE IRON M 440.0000 9,240.00 0.000 0.00 PIPE 18 300 MM REINFORCED CONCRETE PIPE M 185.0000 4,995.00 0.000 0.00 (RUBBER GASKET JOINT) 19 375 MM REINFORCED CONCRETE PIPE M 185.0000 66,600.00 0.000 0.00 (RUBBER GASKET JOINT) 20 450 MM REINFORCED CONCRETE PIPE M 155.0000 27,900.00 0.000 0.00 (RUBBER GASKET JOINT) 21 600 MM REINFORCED CONCRETE PIPE M 210.0000 52,500.00 0.000 0.00 (RUBBER GASKET JOINT) 22 300 MM CORRUGATED STEEL PIPE M 55.0000 3,300.00 0.000 0.00 23 DRAINAGE INLET MARKER EA 75.0000 3,525.00 0.000 0.00 24 WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 5,760.00 0.000 0.00 25 300 MM ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0.00 26 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 0.000 0.00 27 600 MM ALTERNATIVE FLARED END SECTION EA 325.0000 2,275.00 0.000 0.00 28 MANHOLE (TYPE B) EA 2,300.0000 2,300.00 0.000 0.00 29 ROCK SLOPE PROTECTION M3 140.0000 6,160.00 0.000 0.00 (FACING, METHOD B) 30 ROCK SLOPE PROTECTION FABRIC M2 3.0000 201.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 312,000.00 0.000 0.00 CONSTRUCTION) 32 MISCELLANEOUS IRON AND STEEL KG 2.0000 11,154.00 0.000 0.00 F) 33 MANHOLE FRAME AND COVER EA 275.0000 275.00 0.000 0.00 34 MISCELLANEOUS METAL KG 12.0000 37,200.00 0.000 0.00 F) (RESTRAINER - PIPE TYPE) 35 MISCELLANEOUS METAL KG 11.0000 34,100.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 36 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 60,500.00 0.000 0.00 F) 37 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 23,360.00 0.000 0.00 38 ORNAMENTAL FENCE M 110.0000 2,530.00 0.000 0.00 39 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 7,200.00 0.000 0.00 40 DELINEATOR (CLASS 1) EA 35.0000 2,100.00 0.000 0.00 41 OBJECT MARKER (TYPE L) EA 40.0000 1,080.00 0.000 0.00 42 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 280.0000 183,680.00 0.000 0.00 F) 43 TRANSITION RAILING (TYPE WB) EA 3,200.0000 9,600.00 0.000 0.00 44 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 321,420.00 0.000 0.00 F) 46 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 26,730.00 0.000 0.00 47 THERMOPLASTIC TRAFFIC STRIPE M 1.6500 33,495.00 0.000 0.00 (SPRAYABLE) 48 PAINT TRAFFIC STRIPE (2-COAT) M 1.6500 4,257.00 0.000 0.00 49 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 5,610.00 0.000 0.00 50 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 9,495.00 0.000 0.00 51 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.040 60.00 0.040 60.00 SYSTEM ELEMENTS DURING CONSTRUCTION 52 SIGNAL AND LIGHTING (LOCATION 1) LS 139,000.0000 139,000.00 0.000 0.00 53 SIGNAL AND LIGHTING (LOCATION 2) LS 130,000.0000 130,000.00 0.000 0.00 54 SIGNAL AND LIGHTING (LOCATION 3) LS 110,000.0000 110,000.00 0.000 0.00 55 LIGHTING (DETOUR) LS 35,000.0000 35,000.00 0.710 24,850.00 0.740 25,900.00 56 MODIFY CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.000 0.00 57 LIGHTING (CITY) LS 197,000.0000 197,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 COMMUNICATION CONDUIT LS 54,000.0000 54,000.00 0.000 0.00 59 ELECTRIC SERVICE (IRRIGATION) LS 3,100.0000 3,100.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A66U4 TIME 02:44 PM ESTIMATE NO. 03 BID OPENING 07/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: HASSAN JAKHAR DATE OF THIS ESTIMATE 07/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 263,988.10 367,714.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,962.50 2,962.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 266,950.60 370,676.60 60 MOBILIZATION LS 1832,000.0000 1,832,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 19,870,913.00 TOTAL WORK COMPLETED 266,950.60 370,676.60 MATERIALS ON HAND ON SITE 454,782.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 266,950.60 825,459.06 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 10/26/10 845 04/26/11 00/00/00 09/11/13 25 36 0 0 2% 3% PROGRESS IS SATISFACTORY CCO HASSAN JAKHAR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/11