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 06/16/10 EST. NO.09 TIME 09:08 AM R.E. NAME: BHARAT PATEL 04-165424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0006 1,247.98 E.W. @ F.A.(+) 051410 Y 0350.0 012 0002 960.04 E.W. @ F.A.(+) 031810 Y 0220.0 013 0003-1 -6,735.14 E.W. @ F.A.(+) 012810 N 0098.0 DAO CORRECTING ENTRY 0003-2 5,799.09 012810 N 0098.0 DAO CORRECTING ENTRY 029 0001 17,359.19 A.C. @ L.S.(+) 061410 N 0001 0 030 0001 27,655.45 E.W. @ L.S.(+) 061410 N 0001 0 033 0003 3,091.59 E.W. @ F.A.(+) 042210 Y 0212.0 0004 3,267.07 051410 Y 0349.0 52,645.27 TOTAL THIS ESTIMATE 117,203.29 TOTAL PREVIOUS ESTIMATE 169,848.56 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 06/16/10 EST. NO.09 TIME 09:08 AM R.E. NAME: BHARAT PATEL 04-165424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING PAYROLL DMSJ -10,000.00 05 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 258 -5,091.13 06 0.00 -5,091.13 TOTAL DEDUCTIONS 0.00 -15,091.13 PROGRAM CAS145 PAGE 1 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 LOCATION PROGRESS ESTIMATE 04-ALA-880-27.4/28.0 ----------------- FLATIRON WEST, INC IN ALAMEDA COUNTY IN OAKLAND FROM 2100 GOODYEAR ROAD 0.9 KM SOUTH OF HIGH STREET TO BENICIA, CA 94510 0.2 KM SOUTH OF FRUITVALE AVENUE FED. AID NO. ACIM-8801(59)E ,ACBR-8801(59)E ,IM-8801(59)E REPLACE BRIDGES / CONSTRUCT 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 6,500.0000 6,500.00 0.197 1,280.50 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 5,500.00 0.045 11.25 0.407 101.75 03 TIME-RELATED OVERHEAD LS 2350,000.0000 2,350,000.00 0.040 94,000.00 0.237 556,950.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 5,000.00 346.000 8,650.00 05 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.000 0.00 06 300 MM TEMPORARY CULVERT M 70.0000 31,500.00 58.000 4,060.00 07 450 MM TEMPORARY CULVERT M 95.0000 11,400.00 13.000 1,235.00 08 TEMPORARY TIMBER BULKHEAD M3 2,000.0000 2,000.00 0.000 0.00 09 TEMPORARY INLET EA 1,000.0000 18,000.00 3.000 3,000.00 10 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.040 2,000.00 0.237 11,850.00 11 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 12 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 13 DEWATERING AND NON-STORM WATER LS 2,000.0000 2,000.00 1.000 2,000.00 DISCHARGE CONTROL 14 TEMPORARY SILT FENCE M 12.0000 24,000.00 15.000 180.00 1,401.460 16,817.52 15 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 8.000 28,000.00 16 TEMPORARY COVER M2 10.0000 9,000.00 5,024.000 50,240.00 7,579.000 75,790.00 17 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 30,000.00 2.000 800.00 25.000 10,000.00 18 STREET SWEEPING LS 150,000.0000 150,000.00 0.016 2,400.00 0.177 26,550.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 100,000.0000 100,000.00 0.050 5,000.00 0.100 10,000.00 20 ARCHEOLOGICAL STUDY AREA LS 40,000.0000 40,000.00 0.000 0.00 21 STAGE 2 TEMPORARY SHORING M2 350.0000 35,000.00 0.000 0.00 (ARCHEOLOGICAL STUDY AREA) 22 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500.00 S) PROGRAM CAS145 PAGE 2 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.016 2,400.00 0.177 26,550.00 S) 24 TYPE III BARRICADE EA 45.0000 3,825.00 1.000 45.00 4.000 180.00 S) 25 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 5,100.00 26.000 780.00 S) 26 TEMPORARY TERMINAL SECTION (TYPE K) EA 3,000.0000 9,000.00 0.000 0.00 27 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.026 2,600.00 0.151 15,100.00 S) 28 TEMPORARY RAILING (TYPE K) M 55.0000 627,000.00 2,230.000 122,650.00 29 TEMPORARY CRASH CUSHION MODULE EA 100.0000 38,000.00 95.000 9,500.00 S) 30 TEMPORARY TRAFFIC SCREEN M 13.0000 14,560.00 160.000 2,080.00 160.000 2,080.00 31 ABANDON CULVERT M 18.0000 28,620.00 125.000 2,250.00 195.000 3,510.00 32 ABANDON INLET EA 1,200.0000 20,400.00 2.000 2,400.00 33 ABANDON SANITARY SEWER PIPE M 80.0000 20,800.00 0.000 0.00 34 ABANDON SANITARY SEWER MANHOLE EA 1,700.0000 3,400.00 0.000 0.00 35 REMOVE SANITARY SEWER MANHOLE EA 1,300.0000 6,500.00 0.000 0.00 36 REMOVE SANITARY SEWER PIPE M 170.0000 69,700.00 0.000 0.00 37 POTHOLE UNDERGROUND UTILITY EA 400.0000 1,600.00 0.000 0.00 38 GASOLINE PIPELINE WORK AND SAFETY PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 39 ABANDON INACTIVE GASOLINE LINE M 300.0000 216,000.00 0.000 0.00 (PORT OF OAKLAND) 40 REMOVE CHAIN LINK FENCE M 10.0000 30,800.00 304.200 3,042.00 1,574.200 15,742.00 41 REMOVE RAILROAD TRACK M 130.0000 28,600.00 66.000 8,580.00 42 REMOVE METAL BEAM GUARD RAILING M 20.0000 14,800.00 152.000 3,040.00 43 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 19,850.00 150.000 750.00 598.000 2,990.00 44 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 6,800.00 0.000 0.00 STRIPE 45 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 13,650.00 408.000 1,224.00 46 REMOVE PAVEMENT MARKING M2 30.0000 1,260.00 3.060 91.80 47 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,270.00 803.700 2,411.10 48 REMOVE PAVEMENT MARKER EA 1.0000 7,850.00 670.000 670.00 49 REMOVE ROADSIDE SIGN EA 45.0000 1,485.00 5.000 225.00 PROGRAM CAS145 PAGE 3 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROADSIDE SIGN EA 45.0000 495.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 51 REMOVE SIGN STRUCTURE EA 3,100.0000 12,400.00 0.000 0.00 52 REMOVE DRAINAGE GATE EA 1,500.0000 1,500.00 0.000 0.00 53 REMOVE CULVERT M 50.0000 55,000.00 22.650 1,132.50 131.150 6,557.50 54 REMOVE INACTIVE GASOLINE LINE M 250.0000 102,500.00 0.000 0.00 (PORT OF OAKLAND) 55 REMOVE GAS LINE M 75.0000 6,150.00 0.000 0.00 56 REMOVE WATER LINE M 100.0000 7,000.00 0.000 0.00 57 REMOVE INLET EA 900.0000 33,300.00 4.000 3,600.00 58 REMOVE HEADWALL EA 1,500.0000 3,000.00 0.000 0.00 59 REMOVE MANHOLE EA 2,900.0000 11,600.00 0.000 0.00 60 REMOVE JUNCTION STRUCTURE EA 1,800.0000 28,800.00 1.500 2,700.00 1.500 2,700.00 61 REMOVE RETAINING WALL LS 45,000.0000 45,000.00 0.250 11,250.00 0.250 11,250.00 62 REMOVE CONCRETE PAVEMENT M2 20.0000 224,200.00 1,200.710 24,014.20 63 REMOVE BASE AND SURFACING M3 30.0000 34,560.00 214.350 6,430.50 64 RELOCATE ROADSIDE SIGN EA 235.0000 470.00 0.000 0.00 65 ADJUST INLET EA 1,500.0000 7,500.00 0.000 0.00 66 ADJUST MANHOLE TO GRADE EA 2,500.0000 2,500.00 0.000 0.00 67 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 101,150.00 0.000 0.00 S) 68 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 17.0000 11,560.00 218.040 3,706.68 69 REMOVE CONCRETE (CURB AND GUTTER) M 22.0000 86,900.00 1,326.730 29,188.06 70 REMOVE CONCRETE BARRIER M 25.0000 29,750.00 0.000 0.00 71 REMOVE CONCRETE ISLAND M2 45.0000 8,550.00 0.000 0.00 72 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 0.000 0.00 73 CAP INLET EA 2,000.0000 14,000.00 1.000 2,000.00 74 CAP MANHOLE EA 2,500.0000 2,500.00 1.000 2,500.00 75 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 3,600.00 0.000 0.00 76 BRIDGE REMOVAL, LOCATION A LS 97,700.0000 97,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BRIDGE REMOVAL, LOCATION B LS 200,000.0000 200,000.00 0.000 0.00 78 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.000 0.00 79 BRIDGE REMOVAL (PORTION), LOCATION A LS 93,200.0000 93,200.00 0.000 0.00 80 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 0.000 0.00 81 VIBRATION MONITORING LS 90,000.0000 90,000.00 0.189 17,010.00 82 PHOTO SURVEY OF EXISTING FACILITIES LS 20,000.0000 20,000.00 0.333 6,660.00 (VIBRATION MONITORING) 83 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.750 37,500.00 84 DEVELOP WATER SUPPLY LS 36,000.0000 36,000.00 0.600 21,600.00 85 ROADWAY EXCAVATION M3 35.0000 1,025,500.00 10,000.000 350,000.00 11,693.090 409,258.15 86 SETTLEMENT INSTRUMENTATION (SURVEY HUBS) LS 1,200.0000 1,200.00 0.000 0.00 87 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 952,500.00 1,680.000 126,000.00 3,969.400 297,705.00 (AERIALLY DEPOSITED LEAD) 88 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000.00 S) 89 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) M3 20.0000 82,800.00 0.000 0.00 90 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 102,560.00 0.000 0.00 F) 91 STRUCTURE EXCAVATION (PUMPING PLANT) M3 150.0000 141,000.00 0.000 0.00 F) 92 STRUCTURE BACKFILL (PUMPING PLANT) M3 100.0000 39,000.00 0.000 0.00 F) 93 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 135,760.00 1,052.000 42,080.00 2,053.000 82,120.00 F) 94 STRUCTURE EXCAVATION (TYPE Z-2) M3 180.0000 95,040.00 30.000 5,400.00 F) (AERIALLY DEPOSITED LEAD) 95 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 150.0000 23,100.00 0.000 0.00 F) 96 STRUCTURAL BACKFILL (TYPE E) M3 40.0000 224,000.00 0.000 0.00 F) 97 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 116,700.00 0.000 0.00 F) 98 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 143,625.00 433.000 32,475.00 433.000 32,475.00 F) 99 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 20.0000 240.00 0.000 0.00 F) 00 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 13,600.00 21.000 2,100.00 21.000 2,100.00 F) WALL) 01 SAND BACKFILL M3 130.0000 31,200.00 15.400 2,002.00 02 SOIL NAIL ASSEMBLY M 150.0000 246,900.00 0.000 0.00 03 IMPORTED BORROW M3 1.0000 6,980.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 IMPORTED MATERIAL (SHOULDER BACKING) TONN 130.0000 16,900.00 0.000 0.00 05 MULCH M3 9.0000 20,880.00 0.000 0.00 S) 06 EROSION CONTROL (TYPE D) HA 12,000.0000 12,000.00 0.000 0.00 S) 07 FIBER ROLLS M 11.0000 8,800.00 272.000 2,992.00 S) 08 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 690.0000 3,450.00 0.000 0.00 S) 09 200 MM CORRUGATED HIGH DENSITY M 125.0000 10,125.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 10 200 MM WELDED STEEL PIPE CONDUIT M 275.0000 8,250.00 0.000 0.00 S) (6.35 MM THICK) 11 CLASS 4 AGGREGATE SUBBASE M3 25.0000 270,000.00 1,057.330 26,433.25 12 CLASS 3 AGGREGATE BASE M3 35.0000 242,550.00 619.700 21,689.50 13 LEAN CONCRETE BASE M3 220.0000 798,600.00 0.000 0.00 14 HOT MIX ASPHALT TONN 100.0000 2,610,000.00 644.680 64,468.00 15 HOT MIX ASPHALT (OPEN GRADED) TONN 120.0000 336,000.00 0.000 0.00 16 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 4.0000 132.00 0.000 0.00 17 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 4.0000 4,760.00 0.000 0.00 18 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 4.0000 60.00 0.000 0.00 19 TACK COAT TONN 1,000.0000 22,000.00 1.500 1,500.00 20 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,850.0000 384,800.00 208.000 384,800.00 PILING 21 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 4,780,000.00 70.000 175,000.00 PILING 22 FURNISH PILING (CLASS 625) M 200.0000 529,800.00 0.000 0.00 (ALTERNATIVE V) 23 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,600.0000 316,800.00 0.000 0.00 24 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 0.000 0.00 25 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 162,000.00 0.000 0.00 F) 26 STRUCTURAL CONCRETE, BRIDGE M3 630.0000 12,136,320.00 0.000 0.00 F) 27 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 748,925.00 244.536 177,288.60 347.848 252,189.80 F) 28 STRUCTURE CONCRETE (PUMPING PLANT) M3 900.0000 153,000.00 0.000 0.00 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 228,750.00 0.000 0.00 F) (TYPE N) 30 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 124,300.00 5.980 5,980.00 19.120 19,120.00 F) PROGRAM CAS145 PAGE 6 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MINOR CONCRETE (BACKFILL) M3 1,300.0000 40,300.00 17.500 22,750.00 32 HEAVY BLAST TEXTURE M2 30.0000 68,100.00 0.000 0.00 F) 33 FRACTURE GRANITE TEXTURE M2 100.0000 52,200.00 0.000 0.00 F) 34 DRILL AND BOND DOWEL M 200.0000 3,400.00 0.000 0.00 35 PTFE SPHERICAL BEARING EA 5,000.0000 140,000.00 0.000 0.00 36 JOINT SEAL ASSEMBLY (MR 80 MM) M 680.0000 68,000.00 0.000 0.00 37 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 102,500.00 0.000 0.00 38 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 5,100.0000 459,000.00 0.000 0.00 39 JOINT SEAL (MR 50 MM) M 300.0000 4,800.00 0.000 0.00 40 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 4,400,866.00 198,699.000 228,503.85 F) 41 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 109,260.00 7,891.000 15,782.00 15,753.000 31,506.00 SF) 42 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2500 32,875.00 0.000 0.00 F) 43 HEADED BAR REINFORCEMENT EA 30.0000 252,300.00 0.000 0.00 F) 44 SHOTCRETE M3 3,700.0000 70,300.00 0.000 0.00 F) 45 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 404,808.00 0.000 0.00 F) 46 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 23,613.80 0.000 0.00 SF) 47 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 110.0000 10,450.00 0.000 0.00 F) 48 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 2,250.00 0.000 0.00 (1.6 MM-UNFRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 4,500.00 0.000 0.00 (2.0 MM-UNFRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 1,620.00 0.000 0.00 (1.6 MM-FRAMED) 51 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 2,320.00 0.000 0.00 (2.0 MM-FRAMED) 52 1524 MM CAST-IN-DRILLED-HOLE M 3,850.0000 85,470.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 53 ROADSIDE SIGN - ONE POST EA 175.0000 7,175.00 0.000 0.00 54 ROADSIDE SIGN - TWO POST EA 250.0000 2,250.00 0.000 0.00 55 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 70.0000 280.00 0.000 0.00 METHOD) 56 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 70.0000 13,300.00 0.000 0.00 57 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 230.0000 920.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 75.0000 74,250.00 4.500 337.50 131.000 9,825.00 59 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 90.0000 27,000.00 0.000 0.00 60 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 120.0000 18,000.00 74.000 8,880.00 61 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 18,000.00 0.000 0.00 62 750 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 120.0000 43,200.00 116.500 13,980.00 144.500 17,340.00 63 300 MM REINFORCED CONCRETE PIPE M 320.0000 960.00 0.000 0.00 64 450 MM REINFORCED CONCRETE PIPE M 250.0000 1,500.00 0.000 0.00 65 750 MM REINFORCED CONCRETE PIPE M 225.0000 2,025.00 0.000 0.00 66 900 MM REINFORCED CONCRETE PIPE M 500.0000 9,000.00 0.000 0.00 67 JACKED 750 MM REINFORCED CONCRETE PIPE M 1,050.0000 40,950.00 0.000 0.00 (CLASS II) 68 450 MM SLOTTED CORRUGATED STEEL PIPE M 250.0000 11,500.00 0.000 0.00 (1.63 MM THICK) 69 PERMEABLE MATERIAL (BLANKET) M3 40.0000 102,400.00 33.750 1,350.00 70 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 123,200.00 30.000 2,400.00 71 DRAINAGE INLET MARKER EA 20.0000 200.00 0.000 0.00 72 450 MM ALTERNATIVE FLARED END SECTION EA 675.0000 1,350.00 0.000 0.00 73 RUBBER CHECK VALVE EA 1,500.0000 1,500.00 0.000 0.00 S) 74 900 MM PRECAST CONCRETE PIPE INLET M 2,500.0000 2,500.00 0.000 0.00 75 750 MM ALTERNATIVE SANITARY SEWER PIPE M 195.0000 39,000.00 0.000 0.00 76 200 MM ALTERNATIVE SANITARY SEWER PIPE M 95.0000 6,745.00 0.000 0.00 77 250 MM ALTERNATIVE SANITARY SEWER PIPE M 130.0000 12,220.00 0.000 0.00 78 300 MM ALTERNATIVE SANITARY SEWER PIPE M 140.0000 8,260.00 0.000 0.00 79 450 MM ALTERNATIVE SANITARY SEWER PIPE M 150.0000 1,800.00 0.000 0.00 80 200 MM DUCTILE IRON PIPE M 120.0000 1,560.00 0.000 0.00 (SANITARY SEWER) 81 200 MM DROP CONNECTION EA 700.0000 700.00 0.000 0.00 82 REHABILITATE SANITARY SEWER MANHOLE EA 3,800.0000 7,600.00 0.000 0.00 (TYPE 4) 83 REHABILITATE SANITARY SEWER MANHOLE EA 5,200.0000 52,000.00 0.000 0.00 (TYPE 5) 84 CONCRETE COLLAR CONNECTION EA 780.0000 2,340.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RECONNECT 100 MM HOUSE CONNECTION EA 1,000.0000 5,000.00 0.000 0.00 86 RECONNECT 150 MM HOUSE CONNECTION EA 1,100.0000 5,500.00 0.000 0.00 87 100 MM HOUSE CONNECTION ALTERNATIVE M 60.0000 3,000.00 0.000 0.00 SANITARY SEWER PIPE 88 150 MM HOUSE CONNECTION ALTERNATIVE M 65.0000 3,250.00 0.000 0.00 SANITARY SEWER PIPE 89 100 MM HOUSE CONNECTION SANITARY SEWER EA 1,000.0000 5,000.00 0.000 0.00 CLEANOUT (2-WAY) 90 150 MM HOUSE CONNECTION SANITARY SEWER EA 1,100.0000 5,500.00 0.000 0.00 CLEANOUT (2-WAY) 91 ROCK SLOPE PROTECTION M3 800.0000 2,000.00 1.400 1,120.00 (BACKING NO. 2, METHOD B) 92 ROCK SLOPE PROTECTION FABRIC M2 130.0000 585.00 4.500 585.00 93 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 301,500.00 2.664 1,198.80 S) CONSTRUCTION) 94 MINOR CONCRETE (GUTTER) M3 750.0000 6,000.00 0.000 0.00 F) 95 DRAINAGE PUMPING EQUIPMENT LS 50,000.0000 50,000.00 0.000 0.00 96 PUMPING PLANT ELECTRICAL EQUIPMENT LS 170,000.0000 170,000.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 3.0000 37,533.00 0.000 0.00 SF) 98 ISOLATION CASING KG 10.0000 204,150.00 0.000 0.00 F) 99 MISCELLANEOUS METAL (BRIDGE) KG 250.0000 32,500.00 0.000 0.00 F) 00 BRIDGE DECK DRAINAGE SYSTEM KG 9.0000 148,977.00 0.000 0.00 F) 01 PUMPING PLANT METAL WORK KG 10.0000 53,480.00 0.000 0.00 F) 02 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 40,480.00 0.000 0.00 SF)VINYL-CLAD) 03 CHAIN LINK FENCE (TYPE CL-1.8, M 59.0000 138,296.00 0.000 0.00 S) VINYL-CLAD) 04 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,500.0000 3,000.00 0.000 0.00 VINYL-CLAD) 05 2.4M CHAIN LINK GATE (TYPE CL-1.8 EA 1,650.0000 9,900.00 0.000 0.00 S) VINYL CLAD) 06 DELINEATOR (CLASS 1) EA 33.0000 2,244.00 0.000 0.00 07 OBJECT MARKER (TYPE K) EA 45.0000 135.00 0.000 0.00 08 OBJECT MARKER (TYPE L) EA 30.0000 150.00 0.000 0.00 09 CONCRETE BARRIER MARKER EA 20.0000 1,260.00 0.000 0.00 10 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 5,980.00 0.000 0.00 S) 11 CONCRETE BARRIER (TYPE 26A MODIFIED) M 450.0000 94,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRANSITION RAILING (TYPE WB) EA 5,100.0000 30,600.00 0.000 0.00 S) 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0.00 S) 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 0.000 0.00 S) 15 CRASH CUSHION, SAND FILLED EA 4,500.0000 31,500.00 0.000 0.00 S) 16 CONCRETE BARRIER (TYPE 60) M 140.0000 149,800.00 0.000 0.00 17 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 31,725.00 0.000 0.00 TYPE 60 MODIFIED (TYPE I) 18 CONCRETE BARRIER (TYPE 60C) M 200.0000 328,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 195.0000 79,950.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60E) M 800.0000 80,000.00 0.000 0.00 21 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,175.0000 16,450.00 0.000 0.00 TYPE 60C MODIFIED (TYPE 1) 22 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 1,400.0000 11,200.00 0.000 0.00 TYPE 60 MODIFIED (TYPE II) 23 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 3,000.0000 13,200.00 0.000 0.00 TYPE 60C (TYPE II) 24 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 630.0000 4,410.00 0.000 0.00 TYPE 736 (TYPE II) 25 CONCRETE BARRIER (TYPE 736) M 125.0000 227,250.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 736A) M 250.0000 98,000.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 204,820.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 736B MODIFIED) M 425.0000 13,600.00 0.000 0.00 29 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 650.0000 5,200.00 0.000 0.00 TYPE 736B MODIFIED 30 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 440.0000 6,160.00 0.000 0.00 TYPE 736A MODIFIED (TYPE I) 31 CONCRETE BARRIER (TYPE 736B) M 425.0000 8,500.00 0.000 0.00 32 CONCRETE BARRIER (MOUNTED ELECTROLIER) M 450.0000 3,150.00 0.000 0.00 TYPE 736A MODIFIED (TYPE II) 33 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 9,990.00 0.000 0.00 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 16,750.00 0.000 0.00 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,992.50 0.000 0.00 S) 36 PAINT TRAFFIC STRIPE (1-COAT) M 1.0000 11,200.00 330.000 330.00 2,336.380 2,336.38 S) 37 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 8,240.00 166.420 166.42 S) 38 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 3,240.00 16.720 451.44 S) PROGRAM CAS145 PAGE 10 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 15,920.00 668.000 1,336.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 15,680.00 163.000 652.00 S) 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,800.0000 1,800.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 42 SIGNAL AND LIGHTING (LOCATION 1) LS 85,000.0000 85,000.00 0.000 0.00 S) 43 SIGNAL AND LIGHTING (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 S) 44 SIGNAL AND LIGHTING (LOCATION 3) LS 83,000.0000 83,000.00 0.000 0.00 S) 45 SIGNAL AND LIGHTING (LOCATION 4) LS 115,000.0000 115,000.00 0.000 0.00 S) 46 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 126,000.0000 126,000.00 0.000 0.00 S) 47 LIGHTING (CITY STREET) LS 16,000.0000 16,000.00 0.000 0.00 S) 48 LIGHTING (STAGE CONSTRUCTION) LS 62,000.0000 62,000.00 0.120 7,440.00 S) 49 LIGHTING (CITY STREET) LS 19,000.0000 19,000.00 1.000 19,000.00 S) (STAGE CONSTRUCTION) 50 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.000 0.00 S) 51 TRAFFIC OPERATIONS SYSTEM LS 160,000.0000 160,000.00 0.400 64,000.00 0.400 64,000.00 S) (STAGE CONSTRUCTION) 52 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 78,000.0000 78,000.00 0.000 0.00 S) 53 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 80,000.0000 80,000.00 0.000 0.00 S) 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 REMOVE 1600 MM INTERCEPTOR (EBMUD) M 1,200.0000 4,800.00 0.000 0.00 56 BRIDGE REMOVAL, LOCATION D LS 50,000.0000 50,000.00 0.000 0.00 57 SEWER VIDEO SURVEY LS 18,000.0000 18,000.00 0.500 9,000.00 PROGRAM CAS145 PAGE 11 DATE 06/16/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-165424 TIME 09:08 AM ESTIMATE NO. 09 BID OPENING 07/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/10 R.E. NAME: BHARAT PATEL DATE OF THIS ESTIMATE 06/16/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,013,233.85 3,393,319.20 ADJUSTMENT OF COMPENSATION 17,359.19 22,611.69 EXTRA WORK 35,286.08 147,236.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,065,879.12 3,563,167.76 58 MOBILIZATION LS 5075,000.0000 5,075,000.00 0.500 2,537,500.00 ORIGINAL CONTRACT AMOUNT 50,648,177.30 TOTAL WORK COMPLETED 1,065,879.12 6,100,667.76 MATERIALS ON HAND ON SITE 602,531.08 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,091.13 TOTAL 1,065,879.12 6,688,107.71 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 258 MOBILIZATION 5,064,817.73 5,075,000.00 10,182.27 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 09/15/09 470 09/15/09 09/15/09 11/29/11 109 21 0 0 12% 23% PROGRESS IS SATISFACTORY BHARAT PATEL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/10