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 05/22/12 EST. NO.02 TIME 08:39 AM R.E. NAME: HUSSAIN, MUSTAFA 07-251604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 11,393.54 E.W. @ F.A.(+) 041712 N 0004.0 002 0002 2,400.00 A.C. @ U.P.(+) 031012 N 1 0 003 0003 2,951.28 E.W. @ U.P (+) 031412 N 2 & 30 16,744.82 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 16,744.82 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 05/22/12 EST. NO.02 TIME 08:39 AM R.E. NAME: HUSSAIN, MUSTAFA 07-251604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 08:39 AM ESTIMATE NO. 02 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: HUSSAIN, MUSTAFA DATE OF THIS ESTIMATE 05/22/12 LOCATION PROGRESS ESTIMATE 07-LA-14-32.1/52.6 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN SANTA LE P O BOX 1489 CLARITA FROM 0.3 MILE NORTH OF SUN VALLEY CA 913531489 SANTA CLARA RIVER BRIDGE TO 0.4 MILE NORTH OF SIERRA HIGHWAY OVERCROSSING. FED. AID NO. NH-P014(69)E SLAB REPLACEMENT GRINDING & HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.120 480.00 0.370 1,480.00 002 TIME-RELATED OVERHEAD LS 660,000.0000 660,000.00 0.120 79,200.00 0.160 105,600.00 003 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.120 1,800.00 0.370 5,550.00 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 005 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 0.000 0.00 006 TEMPORARY DRAINAGE INLET PROTECTION EA 140.0000 11,200.00 125.000 17,500.00 125.000 17,500.00 007 STREET SWEEPING LS 35,000.0000 35,000.00 0.120 4,200.00 0.170 5,950.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.120 2,400.00 0.170 3,400.00 009 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.120 1,800.00 0.370 5,550.00 010 TRAFFIC CONTROL SYSTEM LS 685,000.0000 685,000.00 0.120 82,200.00 0.170 116,450.00 011 REMOVE METAL BEAM GUARD RAILING LF 10.0000 120.00 0.000 0.00 012 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 2,790.00 450.000 1,350.00 450.000 1,350.00 013 REPLACE UNDERLYING BASE CY 38.0000 68,400.00 0.000 0.00 014 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2900 331,530.00 75,397.000 97,262.13 75,397.000 97,262.13 015 REMOVE UNSOUND CONCRETE CF 200.0000 4,000.00 0.000 0.00 016 ROADWAY EXCAVATION CY 20.2500 56,700.00 0.000 0.00 017 LEAD COMPLIANCE PLAN LS 500.0000 500.00 1.000 500.00 018 AGGREGATE BASE (APPROACH SLAB) CY 257.0000 84,553.00 26.000 6,682.00 36.000 9,252.00 019 CLASS 3 AGGREGATE BASE CY 30.9000 30,282.00 0.000 0.00 020 LEAN CONCRETE BASE RAPID SETTING CY 240.0000 602,400.00 2.140 513.60 2.140 513.60 021 CRACK TREATMENT LNMI 5,020.0000 150,600.00 8.980 45,079.60 8.980 45,079.60 022 REPLACE ASPHALT CONCRETE SURFACING CY 178.0000 147,740.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 08:39 AM ESTIMATE NO. 02 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: HUSSAIN, MUSTAFA DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 HOT MIX ASPHALT TON 72.7500 2,880,900.00 10,776.280 783,974.37 10,776.280 783,974.37 024 DATA CORE LS 10,300.0000 10,300.00 0.120 1,236.00 0.120 1,236.00 025 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.9000 4,557.00 450.000 2,205.00 450.000 2,205.00 026 TACK COAT TON 550.0000 33,000.00 15.710 8,640.50 15.710 8,640.50 027 JOINTED PLAIN CONCRETE PAVEMENT CY 238.0000 280,840.00 0.000 0.00 (RAMP TERMINI W/RAPID STRENGTH CONCRETE) 028 INDIVIDUAL SLAB REPLACEMENT CY 307.0000 11,052,000.00 20,376.000 6,255,432.00 21,843.000 6,705,801.00 (RAPID STRENGTH CONCRETE) 029 SEAL PAVEMENT JOINT LF 2.9000 539,400.00 0.000 0.00 030 SEAL ISOLATION JOINT LF 2.9000 205,900.00 0.000 0.00 031 TIE BAR EA 11.5500 698,775.00 118.000 1,362.90 118.000 1,362.90 032 DOWEL BAR (DRILL AND BOND) EA 14.2000 1,547,800.00 52,814.000 749,958.80 57,878.000 821,867.60 033 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 455.0000 177,450.00 0.000 0.00 034 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.7900 1,761,360.00 86,919.000 155,585.01 86,919.000 155,585.01 035 GRIND EXISTING CONCRETE SQYD 3.8800 4,190,400.00 333,629.000 1,294,480.52 333,629.000 1,294,480.52 PAVEMENT 036 STRUCTURAL CONCRETE, APPROACH SLAB CY 752.0000 2,455,280.00 264.000 198,528.00 289.000 217,328.00 (TYPE R) 037 PAVING NOTCH EXTENSION CF 187.0000 406,725.00 330.000 61,710.00 330.000 61,710.00 038 RAPID SETTING CONCRETE PATCH CF 440.0000 8,800.00 0.000 0.00 039 JOINT SEAL (MR 1/2") LF 65.0000 50,310.00 0.000 0.00 040 JOINT SEAL (MR 1") LF 82.0000 136,284.00 0.000 0.00 041 JOINT SEAL (MR 2") LF 123.0000 60,270.00 0.000 0.00 042 METAL BEAM GUARD RAILING (WOOD POST) LF 22.8000 21,204.00 0.000 0.00 043 END ANCHOR ASSEMBLY (TYPE SFT) EA 740.0000 740.00 0.000 0.00 044 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 191,290.00 0.000 0.00 045 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 12,798.00 0.000 0.00 046 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 2,835.00 0.000 0.00 (BROKEN 12-3) 047 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 27,600.00 0.000 0.00 048 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 45,440.00 0.000 0.00 (BROKEN 36-12) 049 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 544.00 0.000 0.00 (BROKEN 17-7) PROGRAM CAS145 PAGE 3 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 08:39 AM ESTIMATE NO. 02 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: HUSSAIN, MUSTAFA DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 9,660.00 0.000 0.00 (BROKEN 36-11.5) 051 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3400 236,640.00 0.000 0.00 052 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 34,335.00 0.000 0.00 053 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5700 5,024.00 0.000 0.00 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 72,864.00 0.000 0.00 055 PAVEMENT MARKER EA 13.6000 349,520.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 056 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,575.0000 1,575.00 0.120 189.00 0.170 267.75 SYSTEM ELEMENTS DURING CONSTRUCTION 057 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 88,670.0000 88,670.00 0.000 0.00 058 MODIFY SIGNAL LS 22,785.0000 22,785.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251604 TIME 08:39 AM ESTIMATE NO. 02 BID OPENING 12/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: HUSSAIN, MUSTAFA DATE OF THIS ESTIMATE 05/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,853,769.43 10,471,770.98 ADJUSTMENT OF COMPENSATION 2,400.00 2,400.00 EXTRA WORK 14,344.82 14,344.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,870,514.25 10,488,515.80 059 MOBILIZATION LS 405,000.0000 405,000.00 0.950 384,750.00 0.950 384,750.00 ORIGINAL CONTRACT AMOUNT 30,971,190.00 TOTAL WORK COMPLETED 10,255,264.25 10,873,265.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 10,255,264.25 10,873,265.80 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 02/14/12 75 04/18/12 04/16/12 08/08/12 19 6 0 0 35% 25% PROGRESS IS SATISFACTORY HUSSAIN, MUSTAFA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/12