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 03/09/11 EST. NO.08 TIME 01:09 PM R.E. NAME: SHIVINDER SINGH 10-379304 --------------------------------------------------------------------------- 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 0114 393.77 E.W. @ F.A.(+) 010711 N 0193.0 0115 396.50 071210 N 0188.1 0116 645.17 072810 N 0189.1 003 0007 1,719.26 E.W. @ F.A.(+) 080910 N 0194.0 0008 6,768.67 081110 N 0195.0 0009 3,910.48 081210 N 0196.0 0010 1,311.45 112910 N 0168.1 006 0002 7,153.00 E.W. @ L.S.(+) 013111 N 001 0 007 0001 -1,425.00 A.C. @ L.S.(-) 021611 N 001 0 008 0002 7,678.00 E.W. @ L.S.(+) 012011 N 0001 0 0002-1 -7,678.00 012011 N 0001 0 DAO CORRECTING ENTRY 0002-2 7,678.00 012011 N 0001 0 DAO CORRECTING ENTRY 009 0001 70,500.00 E.W. @ L.S.(+) 030111 N 001 0 010 0002 41,795.00 A.C. @ L.S.(+) 022311 N 0003 0 140,846.30 TOTAL THIS ESTIMATE 320,049.28 TOTAL PREVIOUS ESTIMATE 460,895.58 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 03/09/11 EST. NO.08 TIME 01:09 PM R.E. NAME: SHIVINDER SINGH 10-379304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM- 4401 -5,000.00 07 REC'ED CEM-4401 5,000.00 08 5,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -5,000.00 06 0.00 -25,000.00 TOTAL DEDUCTIONS 5,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 03/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-379304 TIME 01:09 PM ESTIMATE NO. 08 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/11 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/09/11 LOCATION SEMI-FINAL ESTIMATE 10-CAL-12-3.0/9.9 ------------------- TEICHERT CONSTRUCTION INC IN CALAVERAS COUNTY AT AND NEAR P O BOX 1118 VALLEY SPRINGS FROM 0.5 MILE EAST STOCKTON, CA-59201 OF SOUTHWORTH ROAD TO CEDAR STREET FED. AID NO. ACST-P012(104)E ,P-P012(104)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 700.0000 84,000.00 7.000 4,900.00 127.000 88,900.00 04 TEMPORARY FENCE (TYPE ESA) LF 1.5000 2,100.00 1,430.000 2,145.00 05 CONSTRUCTION SITE MANAGEMENT LS 1,250.0000 1,250.00 1.000 1,250.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 1.7500 21,175.00 13,550.000 23,712.50 08 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 4,560.00 24.000 4,560.00 09 STREET SWEEPING LS 14,500.0000 14,500.00 0.010 145.00 1.000 14,500.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 250.0000 250.00 1.000 250.00 11 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 1.000 5,500.00 12 TRAFFIC CONTROL SYSTEM LS 95,000.0000 95,000.00 1.000 95,000.00 13 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 172.00 13.000 52.00 14 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0000 5,200.00 0.000 0.00 15 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 470.00 0.000 0.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 2,720.00 9,941.000 4,970.50 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 2,400.00 38.000 950.00 18 TEMPORARY PAVEMENT MARKER EA 4.0000 1,200.00 400.000 1,600.00 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,500.0000 11,500.00 1.000 11,500.00 20 TEMPORARY RAILING (TYPE K) LF 28.0000 62,160.00 2,040.000 57,120.00 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 56.000 11,200.00 22 ABANDON CULVERT EA 950.0000 1,900.00 2.000 1,900.00 PROGRAM CAS145 PAGE 2 DATE 03/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-379304 TIME 01:09 PM ESTIMATE NO. 08 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/11 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE LF 1.4000 4,060.00 2,900.000 4,060.00 24 REMOVE MARKER EA 150.0000 1,350.00 9.000 1,350.00 25 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 1,860.00 1,410.000 2,115.00 26 REMOVE PAVEMENT MARKER EA 1.0000 300.00 5,184.000 5,184.00 27 REMOVE ROADSIDE SIGN EA 40.0000 2,080.00 52.000 2,080.00 28 REMOVE ROADSIDE SIGN PANEL EA 40.0000 40.00 1.000 40.00 29 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 6,550.00 10,837.000 5,418.50 30 REMOVE HEADWALL EA 500.0000 27,000.00 53.000 26,500.00 31 REMOVE DELINEATOR EA 5.0000 335.00 67.000 335.00 32 RECONSTRUCT METAL BEAM GUARD RAILING LF 22.5000 2,925.00 125.000 2,812.50 33 RESET MILEPOST MARKER EA 15.0000 15.00 1.000 15.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.7500 20,460.00 1,825.600 14,148.40 35 CLEARING AND GRUBBING LS 21,500.0000 21,500.00 1.000 21,500.00 36 ROADWAY EXCAVATION CY 6.6000 372,240.00 56,400.000 372,240.00 37 LEAD COMPLIANCE PLAN LS 2,300.0000 2,300.00 1.000 2,300.00 38 DITCH EXCAVATION CY 35.0000 4,550.00 0.000 0.00 39 IMPORTED MATERIAL (SHOULDER BACKING) TON 21.0000 44,730.00 1,895.140 39,797.94 40 EROSION CONTROL (TYPE D) SQYD 1.5000 45,300.00 30,200.000 45,300.00 41 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 1.000 500.00 2.000 1,000.00 42 CLASS 2 AGGREGATE BASE CY 26.0000 103,220.00 1,370.000 35,620.00 43 HOT MIX ASPHALT (TYPE B) TON 61.0000 945,500.00 304.000 18,544.00 19,528.580 1,191,243.38 44 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 74.0000 1,287,600.00 97.000 7,178.00 17,336.060 1,282,868.44 45 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.6500 214.50 362.000 235.30 47 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.6500 16,315.00 23,806.000 15,473.90 48 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.6500 123.50 178.000 115.70 49 PLACE HOT MIX ASPHALT SQYD 16.0000 41,760.00 2,388.600 38,217.60 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 03/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-379304 TIME 01:09 PM ESTIMATE NO. 08 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/11 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TACK COAT TON 100.0000 12,000.00 67.830 6,783.00 51 MINOR CONCRETE (MINOR STRUCTURE) CY 2,600.0000 3,120.00 1.200 3,120.00 F) 52 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 3,680.00 460.000 3,680.00 (0.063"-UNFRAMED) 53 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 210.00 21.000 210.00 (0.080"-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 1,050.00 100.000 1,050.00 (0.063"-FRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,950.00 150.000 1,950.00 (0.080"-FRAMED) 56 ROADSIDE SIGN - ONE POST EA 150.0000 6,300.00 40.000 6,000.00 57 ROADSIDE SIGN - TWO POST EA 250.0000 2,500.00 12.000 3,000.00 58 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 150.00 2.000 150.00 EXISTING POST 59 18" REINFORCED CONCRETE PIPE LF 170.0000 95,200.00 698.000 118,660.00 60 24" REINFORCED CONCRETE PIPE LF 140.0000 56,000.00 520.000 72,800.00 61 18" CORRUGATED STEEL PIPE (.109" THICK) LF 230.0000 690.00 3.000 690.00 62 30" CORRUGATED STEEL PIPE (.109" THICK) LF 530.0000 1,060.00 2.000 1,060.00 63 18" ALTERNATIVE FLARED END SECTION EA 350.0000 10,150.00 29.000 10,150.00 64 24" ALTERNATIVE FLARED END SECTION EA 500.0000 7,500.00 16.000 8,000.00 65 30" ALTERNATIVE FLARED END SECTION EA 525.0000 2,100.00 4.000 2,100.00 66 36" ALTERNATIVE PIPE INLET LF 215.0000 14,190.00 65.400 14,061.00 67 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 115.0000 6,785.00 59.000 6,785.00 68 ROCK SLOPE PROTECTION FABRIC SQYD 4.5000 765.00 170.000 765.00 69 MISCELLANEOUS IRON AND STEEL LB 2.8000 16,520.00 5,900.000 16,520.00 F) 70 FENCE (TYPE WM, METAL POST) LF 4.5000 13,050.00 2,900.000 13,050.00 71 DELINEATOR (CLASS 1) EA 27.0000 2,430.00 104.000 2,808.00 72 GUARD RAILING DELINEATOR EA 25.0000 300.00 16.000 400.00 73 OBJECT MARKER (TYPE L) EA 35.0000 595.00 17.000 595.00 74 OBJECT MARKER (TYPE P) EA 35.0000 140.00 4.000 140.00 75 METAL BEAM GUARD RAILING (STEEL POST) LF 24.4000 9,760.00 385.000 9,394.00 76 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,100.0000 33,600.00 16.000 33,600.00 PROGRAM CAS145 PAGE 4 DATE 03/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-379304 TIME 01:09 PM ESTIMATE NO. 08 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/11 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 13,068.00 73,502.000 13,230.36 78 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 4,380.00 1,589.000 4,767.00 79 THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 5,550.00 39,182.000 5,877.30 (SPRAYABLE) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,400.00 2,965.000 11,860.00 PROGRAM CAS145 PAGE 5 DATE 03/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-379304 TIME 01:09 PM ESTIMATE NO. 08 BID OPENING 04/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/01/11 R.E. NAME: SHIVINDER SINGH DATE OF THIS ESTIMATE 03/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 33,767.00 3,815,836.32 ADJUSTMENT OF COMPENSATION 40,370.00 40,370.00 EXTRA WORK 100,476.30 420,525.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 174,613.30 4,276,731.90 81 MOBILIZATION LS 395,500.0000 395,500.00 1.000 395,500.00 ORIGINAL CONTRACT AMOUNT 4,020,528.00 TOTAL WORK COMPLETED 174,613.30 4,672,231.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -25,000.00 TOTAL 179,613.30 4,647,231.90 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 05/24/10 120 06/12/10 06/21/10 02/01/11 120 38 7 0 100% 100% SHIVINDER SINGH RESIDENT ENGINEER PROGRAM CAS145 DATE 03/09/11