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.04 TIME 12:40 PM R.E. NAME: BAL BAHADUR PAUL 10-0A6714 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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.04 TIME 12:40 PM R.E. NAME: BAL BAHADUR PAUL 10-0A6714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A6714 TIME 12:40 PM ESTIMATE NO. 04 BID OPENING 03/29/11 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: BAL BAHADUR PAUL DATE OF THIS ESTIMATE 10/24/11 LOCATION PROGRESS ESTIMATE 10-STA-99-R15.1/R17.0 ----------------- TEICHERT CONSTRUCTION IN STANISLAUS COUNTY IN MODESTO P O BOX 1118 AT VARIOUS LOCATIONS FROM 0.2 MILE STOCKTON CA 95201 SOUTH OF TUOLUMNE BOULEVARD UNDERCROSSING TO 0.2 MILE NORTH OF KANSAS AVENUE OVERCROSSING FED. AID NO. ACNH-PO99(544)E RECONSTRUCT RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 0.160 80.00 0.480 240.00 002 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.070 350.00 0.640 3,200.00 PREVENTION PLAN 003 HAZARDOUS MATERIALS MITIGATION PLAN LS 2,500.0000 2,500.00 0.000 0.00 004 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 24,000.00 671.100 2,684.40 671.100 2,684.40 005 TEMPORARY FIBER ROLL LF 2.2500 31,275.00 4,642.000 10,444.50 4,642.000 10,444.50 006 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 4,500.00 2.000 3,000.00 007 TEMPORARY COVER SQYD 2.5000 8,075.00 107.360 268.40 008 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,000.00 6.000 1,200.00 20.000 4,000.00 010 STREET SWEEPING LS 25,000.0000 25,000.00 0.160 4,000.00 0.320 8,000.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.000 0.00 012 RAIN EVENT ACTION PLAN EA 150.0000 10,950.00 0.000 0.00 013 STORM WATER ANNUAL REPORT EA 600.0000 1,800.00 0.000 0.00 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 8,400.00 0.000 0.00 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.550 16,500.00 016 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.160 25,600.00 0.320 51,200.00 017 TYPE III BARRICADE EA 70.0000 1,890.00 17.000 1,190.00 018 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,370.00 24.000 720.00 49.000 1,470.00 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.160 8,000.00 0.320 16,000.00 020 REMOVE METAL BEAM GUARD RAILING LF 10.0000 5,900.00 590.000 5,900.00 590.000 5,900.00 021 REMOVE ROADSIDE SIGN EA 80.0000 320.00 0.000 0.00 022 REMOVE SIGN STRUCTURE EA 3,250.0000 13,000.00 1.100 3,575.00 2.000 6,500.00 PROGRAM CAS145 PAGE 2 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A6714 TIME 12:40 PM ESTIMATE NO. 04 BID OPENING 03/29/11 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: BAL BAHADUR PAUL 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 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 100.00 50.000 50.00 024 REMOVE CULVERT LF 4.0000 2,640.00 64.000 256.00 372.000 1,488.00 025 REMOVE INLET EA 125.0000 1,750.00 4.000 500.00 8.000 1,000.00 026 REMOVE HEADWALL EA 225.0000 450.00 1.000 225.00 027 RESET ROADSIDE SIGN EA 140.0000 5,740.00 11.000 1,540.00 028 ADJUST INLET EA 75.0000 450.00 2.000 150.00 3.000 225.00 029 ADJUST PULL BOX T0 GRADE EA 525.0000 12,075.00 0.000 0.00 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.6000 5,768.00 0.000 0.00 031 REMOVE CONCRETE CY 25.0000 22,000.00 195.410 4,885.25 468.450 11,711.25 032 CAP INLET EA 200.0000 1,000.00 3.000 600.00 033 REMOVE CRASH CUSHION EA 500.0000 2,000.00 1.000 500.00 2.000 1,000.00 034 CLEARING AND GRUBBING LS 135,000.0000 135,000.00 0.100 13,500.00 0.100 13,500.00 035 ROADWAY EXCAVATION CY 35.0000 493,500.00 2,572.520 90,038.20 8,710.850 304,879.75 036 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 47,250.00 0.000 0.00 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 22,625.00 0.000 0.00 (F) 039 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 040 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,900.0000 6,670.00 1.390 4,031.00 1.390 4,031.00 041 MAINTAIN EXISTING PLANTED AREAS LS 5,000.0000 5,000.00 0.000 0.00 042 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 043 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.000 0.00 044 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 0.033 2,475.00 045 IRRIGATION SLEEVE LF 85.0000 2,550.00 0.000 0.00 (F) 046 EXTEND 12" CONDUIT LF 48.0000 4,272.00 16.000 768.00 047 CLASS 2 AGGREGATE BASE CY 60.0000 18,600.00 7.780 466.80 7.780 466.80 048 HOT MIX ASPHALT TON 72.6500 1,227,785.00 1,488.120 108,111.92 7,969.620 578,992.89 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 360.00 110.500 331.50 110.500 331.50 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A6714 TIME 12:40 PM ESTIMATE NO. 04 BID OPENING 03/29/11 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: BAL BAHADUR PAUL 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 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 36,300.00 5,221.600 15,664.80 5,221.600 15,664.80 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 840.00 0.000 0.00 052 PLACE HOT MIX ASPHALT SQYD 25.0000 2,750.00 9.200 230.00 (MISCELLANEOUS AREA) 053 TACK COAT TON 1.0000 31.00 0.000 0.00 054 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 150,300.00 0.000 0.00 (F) 055 MINOR CONCRETE (MINOR STRUCTURE) CY 475.0000 15,200.00 8.360 3,971.00 17.510 8,317.25 (F) 056 MINOR CONCRETE (BACKFILL) CY 141.0000 1,410.00 0.670 94.47 3.110 438.51 057 ANTI-GRAFFITI COATING SQFT 1.0000 3,600.00 0.000 0.00 058 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 52,585.00 0.000 0.00 (F) 059 FURNISH SIGN STRUCTURE (TRUSS) LB 0.8500 48,296.15 0.000 0.00 (F) 060 INSTALL SIGN STRUCTURE (TRUSS) LB 0.8500 48,296.15 0.000 0.00 (F) 061 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 11,040.00 0.000 0.00 062 FURNISH LAMINATED PANEL SIGN SQFT 20.0000 4,800.00 0.000 0.00 (2 1/2"-TYPE B) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,920.00 0.000 0.00 (0.080"-UNFRAMED) 064 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 72,000.00 0.000 0.00 (SIGN FOUNDATION) 065 ROADSIDE SIGN - ONE POST EA 240.0000 2,160.00 0.000 0.00 066 INSTALL ROADSIDE SIGN EA 1,300.0000 2,600.00 0.000 0.00 (LAMINATED WOOD BOX POST) 067 PREPARE AND PAINT CONCRETE SQFT 2.0000 7,200.00 0.000 0.00 068 24" ALTERNATIVE PIPE CULVERT LF 65.0000 32,500.00 0.000 0.00 069 15" REINFORCED CONCRETE PIPE LF 90.0000 180.00 0.000 0.00 070 18" REINFORCED CONCRETE PIPE LF 45.0000 20,250.00 24.000 1,080.00 274.000 12,330.00 071 36" REINFORCED CONCRETE PIPE LF 45.0000 2,700.00 8.000 360.00 32.000 1,440.00 072 12" CORRUGATED STEEL PIPE (.064" THICK) LF 20.0000 400.00 18.000 360.00 073 18" CORRUGATED STEEL PIPE (.064" THICK) LF 20.0000 3,400.00 0.000 0.00 074 DRAINAGE INLET MARKER EA 40.0000 1,240.00 0.000 0.00 075 12" STEEL FLARED END SECTION EA 100.0000 100.00 1.000 100.00 076 18" CONCRETE FLARED END SECTION EA 150.0000 150.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A6714 TIME 12:40 PM ESTIMATE NO. 04 BID OPENING 03/29/11 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: BAL BAHADUR PAUL 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 MINOR CONCRETE (MISCELLANEOUS CY 680.0000 31,960.00 16.260 11,056.80 CONSTRUCTION) 078 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 219,100.00 1,478.000 10,346.00 1,679.200 11,754.40 079 MISCELLANEOUS IRON AND STEEL LB 1.0000 7,942.00 1,938.000 1,938.00 1,938.000 1,938.00 (F) 080 DELINEATOR (CLASS 1) EA 35.0000 2,485.00 0.000 0.00 081 OBJECT MARKER (TYPE K-1) EA 35.0000 105.00 0.000 0.00 082 OBJECT MARKER (TYPE L-1) EA 35.0000 210.00 0.000 0.00 083 METAL BEAM GUARD RAILING (STEEL POST) LF 29.0000 16,240.00 485.000 14,065.00 485.000 14,065.00 084 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 13,200.00 0.000 0.00 085 CABLE RAILING LF 28.0000 7,000.00 0.000 0.00 086 TRANSITION RAILING (TYPE WB) EA 1.0000 1.00 0.000 0.00 087 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 0.000 0.00 088 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 10,500.00 0.000 0.00 089 ALTERNATIVE CRASH CUSHION SYSTEM EA 19,000.0000 19,000.00 0.000 0.00 090 CONCRETE BARRIER (TYPE 60) LF 55.0000 17,600.00 0.000 0.00 091 CONCRETE BARRIER (TYPE 60D) LF 50.0000 12,500.00 0.000 0.00 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 16,200.00 0.000 0.00 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 6,592.00 0.000 0.00 094 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 18,300.00 0.000 0.00 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 1,105.00 0.000 0.00 (BROKEN 17-7) 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 4,600.00 0.000 0.00 097 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1.0000 1.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 098 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 65,000.0000 65,000.00 0.100 6,500.00 0.350 22,750.00 099 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 35,000.0000 35,000.00 0.750 26,250.00 100 MODIFY LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 0.150 23,250.00 0.400 62,000.00 PROGRAM CAS145 PAGE 5 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0A6714 TIME 12:40 PM ESTIMATE NO. 04 BID OPENING 03/29/11 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: BAL BAHADUR PAUL 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 362,593.84 1,242,576.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 362,593.84 1,242,576.25 101 MOBILIZATION LS 413,000.0000 413,000.00 0.950 392,350.00 ORIGINAL CONTRACT AMOUNT 4,185,054.30 TOTAL WORK COMPLETED 362,593.84 1,634,926.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 352,593.84 1,624,926.25 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 05/05/11 390 07/25/11 07/25/11 02/16/12 135 0 0 0 39% 35% PROGRESS IS SATISFACTORY CCO BAL BAHADUR PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11