1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 7124025 MGR.NO. 009 PAGE 001 CONT 6235 SEC 95 JOB 001 RES ENGR FRIESENHAHN,CARL PROJ RMC - 623595001 HWY FM0099 2304 AVE E HONDO CNTY ATASCOSA DIST 15 CONTRACT PRICE $ 3,964,879.97 REPORT DATE 05/08/2013 10.17.39 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 007 TECHNOLOGIES, LTD. 11597 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN OCT 01, 2012 TIME COMPUTED FROM OCT 08, 2012 SUMMARY INFORMATION 0 DATE WORKING REASONS FOR DAYS CREDITED MONTH/YEAR OR DAYS DAYS /COMMENTS FOR DAYS CHARGED PHASE I DAYS CHARGED CREDITED CONTRACT WORK DAYS = 242 182 108 74 BROUGHT FORWARD ADDL DAYS GRANTED = 0 APR 13 1 1 TOTAL DAYS ALLOWED = 242 2 1 DATE WORK COMPLETED 3 1 TOO WET DAYS CHARGED TO DATE = 129 4 1 ASSESSED LIQ DAMAGES = 0 5 1 LIQ DAMAGE RATE $ 970 6 1 SATURDAY 7 1 SUNDAY LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 970 PER DAY 9 1 TOTAL = $ .00 10 1 11 1 CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 SATURDAY TO THE CONTRACTOR 14 1 SUNDAY 15 1 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 19 1 20 1 SATURDAY 21 1 SUNDAY 22 1 23 1 24 1 25 1 26 1 27 1 SATURDAY 28 1 SUNDAY 29 1 30 1 0 ----- ----- ----- 212 129 83 4 SATURDAY 4 SUNDAY 0 HOLIDAY 1 TOO WET 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 7124025 MGR.NO. 009 PAGE 001 CONT 6235 SEC 95 JOB 001 RES ENGR FRIESENHAHN,CARL PROJ RMC - 623595001 HWY FM0099 2304 AVE E HONDO CNTY ATASCOSA DIST 15 CONTRACT PRICE $ 3,964,879.97 REPORT DATE 05/08/2013 10.17.40 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 007 TECHNOLOGIES, LTD. 11597 DIST. 15 COUNTY ATASCOSA CONTROL 6235-95-001 PROJECT RMC - 623595001 HIGHWAY FM0099 0LIMITS- KARNES COUNTY LINE LIVE OAK COUNTY LINE 0TYPE OF WORK- RESTORE EXISTING ROADWAY 0 0005 KEVIN LONG 0 0055 REHAB AND WIDEN EXISTING ROADWAY NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 15.000 11.000 554.520 6,099.72 0065 0110 EXCAVATION (ROADWAY) CY 28,662.000 16,185.700 6.350 102,779.20 0070 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 4,000.000 3,128.860 5.110 15,988.47 0075 0134 BACKFILL (TY B) STA 501.000 212.300 85.040 18,053.99 0080 0150 BLADING HR 125.000 79.500 117.050 9,305.48 0085 0164 BROADCAST SEED (PERM) (RURAL) (CLAY) SY 77,880.760 0.000 .100 .00 0090 0168 VEGETATIVE WATERING MG 1,214.860 0.000 8.690 .00 0095 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 32,965.360 17,542.000 40.150 704,311.30 0100 0251 REWORK BS MTL (TY B) (8") (ORD COMP) SY 111,258.120 63,452.210 .840 53,299.86 0105 0275 CEMENT TON 1,140.510 649.800 128.440 83,460.31 0110 0275 CEMENT TREAT (EXIST MATL) (6") SY 152,050.930 83,522.890 .720 60,136.48 0115 0316 ASPH (RC-250) GAL 28,927.120 12,465.000 4.580 57,089.70 0120 0316 ASPH (AC-15P OR AC-20-5TR) GAL 40,498.010 0.000 4.000 .00 0125 0316 AGGR(TY-PE GR-4 SAC-A) CY 1,205.340 0.000 78.000 .00 0130 0316 AGGR(TY-E GR-3 SAC-B) CY 1,314.980 551.800 74.750 41,247.05 0135 0316 AGGR(TY-E GR-5 SAC-B) CY 1,033.120 439.400 78.200 34,361.08 0140 0316 ASPH (CHFRS-2P OR CRS-2P) GAL 69,425.000 27,005.000 3.980 107,479.90 0145 0401 FLOWABLE BACKFILL CY 53.100 54.000 128.220 6,923.88 0146 0420*CL C CONC (RAIL FOUNDATION) CY 11.200 11.200 1,668.810 18,690.67 0150 0432 RIPRAP (CONC)(5 IN) CY 20.700 37.100 520.500 19,310.55 0155 0450 RAIL (TY T101 RAC-R) LF 75.000 75.000 187.380 14,053.50 0160 0460 CMP (GAL STL 24 IN) LF 42.000 42.000 58.720 2,466.24 0165 0460 CMP (GAL STL 42 IN) LF 48.000 48.000 96.540 4,633.92 0170 0460 CMP (GAL STL 48 IN) LF 45.000 45.000 115.640 5,203.80 1 0175 0462 CONC BOX CULV (3 FT X 3 FT) LF 20.000 20.000 669.940 13,398.80 0180 0462 CONC BOX CULV (4 FT X 4 FT) LF 21.000 21.000 661.090 13,882.89 0185 0462 CONC BOX CULV (6 FT X 3 FT) LF 43.000 43.000 555.880 23,902.84 0190 0462 CONC BOX CULV (6 FT X 2 FT) LF 9.000 9.000 803.900 7,235.10 0195 0466 WINGWALL (FW-0)(HW=3 FT) EA 6.000 6.000 4,778.680 28,672.08 0200 0466 WINGWALL (FW-0)(HW=4 FT) EA 2.000 2.000 6,609.680 13,219.36 0205 0466 HEADWALL (CH-FW-0)(DIA= 24 IN) EA 2.000 2.000 3,716.860 7,433.72 0210 0466 HEADWALL (CH-FW-0)(DIA= 42 IN) EA 2.000 2.000 6,531.550 13,063.10 0215 0466 HEADWALL (CH-FW-0)(DIA= 48 IN) EA 2.000 2.000 6,609.680 13,219.36 0220 0466 WINGWALL (FW-0)(HW=2 FT) EA 2.000 2.000 3,716.860 7,433.72 0225 0496 REMOV STR (HEADWALL) EA 16.000 16.000 1,378.430 22,054.88 0230 0500 MOBILIZATION LS 1.000 0.780 510,000.000 397,800.00 0235 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 7.000 1,325.000 9,275.00 0240 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 140.000 140.000 23.540 3,295.60 0245 0506 ROCK FILTER DAMS (REMOVE) LF 140.000 0.000 9.270 .00 0250 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 450.000 0.000 12.410 .00 0255 0506 CONSTRUCTION EXITS (REMOVE) SY 450.000 0.000 9.120 .00 0260 0510 ONE-WAY TRAFFIC CONTROL HR 1,440.000 804.000 62.220 50,024.88 0265 0530 INTERSECTIONS (SURF TREAT) SY 370.000 0.000 28.690 .00 0270 0530 DRIVEWAYS (ACP) SY 620.000 0.000 38.660 .00 0275 0530 DRIVEWAYS (SURF TREAT) SY 4,616.000 222.500 19.870 4,421.08 0280 0530 TURNOUTS (SURF TREAT) SY 440.000 57.600 35.720 2,057.47 0285 0540 MTL W-BEAM GD FEN (TIM POST) LF 100.000 100.000 21.030 2,103.00 0290 0540 TERMINAL ANCHOR SECTION EA 3.000 3.000 575.820 1,727.46 0295 0540 MTL BEAM GD FEN TRANS (T101) EA 3.000 3.000 770.070 2,310.21 0300 0544 GUARDRAIL END TREATMENT (INSTALL) EA 3.000 3.000 2,011.170 6,033.51 0305 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 2.000 0.000 255.260 .00 0310 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 2.000 0.000 486.260 .00 0315 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 9.000 0.000 192.640 .00 0320 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 91.000 0.000 368.190 .00 0325 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 5.000 0.000 533.720 .00 0330 0644 IN SM RD SN SUP&AM TYS80(1)SA(T) EA 18.000 0.000 523.370 .00 0335 0644 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 6.000 0.000 679.880 .00 0340 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 20.000 20.000 25.260 505.20 0345 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 20.000 0.000 63.130 .00 1 0350 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 100,132.000 21,332.000 .280 5,972.96 0355 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 8,910.000 0.000 .290 .00 0360 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 52,696.000 21,332.000 .280 5,972.96 0365 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,540.000 0.000 1.090 .00 0370 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 279.000 0.000 13.510 .00 0375 0672 REFL PAV MRKR TY II-A-A EA 1,139.000 0.000 .410 .00 0380 5049 BIOGRD EROSN CONT LOGS (12" OR 18" DIA) LF 1,150.000 1,183.000 4.760 5,631.08 0385 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 100,132.000 0.000 .350 .00 0390 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 8,910.000 0.000 .420 .00 0395 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 52,696.000 0.000 .380 .00 0 SUBTOTAL BID ITEMS $ 2,025,541.36 0 MATERIAL ON HAND 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY % INV UNIT PRICE AMOUNT NO. PRICE ALLOWED($) ($) 0 0500 775 CMP (GAL STL 24 IN) LF 0.000 100 18.050 .00 0501 775 CMP (GAL STL 42 IN) LF 0.000 100 32.300 .00 0502 775 CMP (GAL STL 48 IN) LF 0.000 100 41.800 .00 0 TOTAL AMOUNT WORK DONE REHAB AND WIDEN EXISTING ROADWAY $ 2,025,541.36 0 TOTAL AMOUNT WORK DONE CONTROL 6235-95-001 $ 2,025,541.36 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 7124025 MGR.NO. 009 PAGE 001 CONT 6235 SEC 95 JOB 001 RES ENGR FRIESENHAHN,CARL PROJ RMC - 623595001 HWY FM0099 2304 AVE E HONDO CNTY ATASCOSA DIST 15 CONTRACT PRICE $ 3,964,879.97 REPORT DATE 05/08/2013 10.17.41 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 007 TECHNOLOGIES, LTD. 11597 0*********************************************************************************************************************************** -LIMITS - KARNES COUNTY LINE 0 LIVE OAK COUNTY LINE DATE WORK BEGAN OCT 1 , 2012 WORKING DAYS USED 129 PERCENT COMPLETE 51.08 PERCENT TIME USED 53.30 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6235-95-001 RMC - 623595001 15 FM0099 ATASCOSA - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 15.000 11.000 554.520 6,099.72 0110 EXCAVATION (ROADWAY) CY 28,662.000 16,185.700 6.350 102,779.20 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 4,000.000 3,128.860 5.110 15,988.47 0134 BACKFILL (TY B) STA 501.000 212.300 85.040 18,053.99 0150 BLADING HR 125.000 79.500 117.050 9,305.48 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 32,965.360 17,542.000 40.150 704,311.30 0251 REWORK BS MTL (TY B) (8") (ORD COMP) SY 111,258.120 63,452.210 .840 53,299.86 0275 CEMENT TON 1,140.510 649.800 128.440 83,460.31 0275 CEMENT TREAT (EXIST MATL) (6") SY 152,050.930 83,522.890 .720 60,136.48 0316 ASPH (RC-250) GAL 28,927.120 12,465.000 4.580 57,089.70 0316 AGGR(TY-E GR-3 SAC-B) CY 1,314.980 551.800 74.750 41,247.05 0316 AGGR(TY-E GR-5 SAC-B) CY 1,033.120 439.400 78.200 34,361.08 0316 ASPH (CHFRS-2P OR CRS-2P) GAL 69,425.000 27,005.000 3.980 107,479.90 0401 FLOWABLE BACKFILL CY 53.100 54.000 128.220 6,923.88 0432 RIPRAP (CONC)(5 IN) CY 20.700 37.100 520.500 19,310.55 0450 RAIL (TY T101 RAC-R) LF 75.000 75.000 187.380 14,053.50 0460 CMP (GAL STL 24 IN) LF 42.000 42.000 58.720 2,466.24 0460 CMP (GAL STL 42 IN) LF 48.000 48.000 96.540 4,633.92 0460 CMP (GAL STL 48 IN) LF 45.000 45.000 115.640 5,203.80 0462 CONC BOX CULV (3 FT X 3 FT) LF 20.000 20.000 669.940 13,398.80 0462 CONC BOX CULV (4 FT X 4 FT) LF 21.000 21.000 661.090 13,882.89 10462 CONC BOX CULV (6 FT X 3 FT) LF 43.000 43.000 555.880 23,902.84 0462 CONC BOX CULV (6 FT X 2 FT) LF 9.000 9.000 803.900 7,235.10 0466 WINGWALL (FW-0)(HW=3 FT) EA 6.000 6.000 4,778.680 28,672.08 0466 WINGWALL (FW-0)(HW=4 FT) EA 2.000 2.000 6,609.680 13,219.36 0466 HEADWALL (CH-FW-0)(DIA= 24 IN) EA 2.000 2.000 3,716.860 7,433.72 0466 HEADWALL (CH-FW-0)(DIA= 42 IN) EA 2.000 2.000 6,531.550 13,063.10 0466 HEADWALL (CH-FW-0)(DIA= 48 IN) EA 2.000 2.000 6,609.680 13,219.36 0466 WINGWALL (FW-0)(HW=2 FT) EA 2.000 2.000 3,716.860 7,433.72 0496 REMOV STR (HEADWALL) EA 16.000 16.000 1,378.430 22,054.88 0500 MOBILIZATION LS 1.000 .780 510,000.000 397,800.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 7.000 1,325.000 9,275.00 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 140.000 140.000 23.540 3,295.60 0510 ONE-WAY TRAFFIC CONTROL HR 1,440.000 804.000 62.220 50,024.88 0530 DRIVEWAYS (SURF TREAT) SY 4,616.000 222.500 19.870 4,421.08 0530 TURNOUTS (SURF TREAT) SY 440.000 57.600 35.720 2,057.47 0540 MTL W-BEAM GD FEN (TIM POST) LF 100.000 100.000 21.030 2,103.00 0540 TERMINAL ANCHOR SECTION EA 3.000 3.000 575.820 1,727.46 0540 MTL BEAM GD FEN TRANS (T101) EA 3.000 3.000 770.070 2,310.21 0544 GUARDRAIL END TREATMENT (INSTALL) EA 3.000 3.000 2,011.170 6,033.51 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 20.000 20.000 25.260 505.20 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 100,132.000 21,332.000 .280 5,972.96 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 52,696.000 21,332.000 .280 5,972.96 5049 BIOGRD EROSN CONT LOGS (12" OR 18" DIA) LF 1,150.000 1,183.000 4.760 5,631.08 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00420* CL C CONC (RAIL FOUNDATION) CY 11.200 11.200 1,668.810 18,690.67 0 SUBTOTAL BID ITEMS $ 2,025,541.36 0 CONTRACT TOTAL ALL ITEMS $ 2,025,541.36 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 7124025 MGR.NO. 009 PAGE 001 CONT 6235 SEC 95 JOB 001 RES ENGR FRIESENHAHN,CARL PROJ RMC - 623595001 HWY FM0099 2304 AVE E HONDO CNTY ATASCOSA DIST 15 CONTRACT PRICE $ 3,964,879.97 REPORT DATE 05/08/2013 10.17.41 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 007 TECHNOLOGIES, LTD. 11597 ********************************************************************************************************************************** CO NO PROJECT CONT SEC JOB LINE NO TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 7 RMC - 623595001 6235-95-001 2,025,541.36 .00 2,025,541.36 .00 .00 2,025,541.36 1,439,319.83 586,221.53 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 2,025,541.36 .00 2,025,541.36 .00 .00 2,025,541.36 1,439,319.83 586,221.53 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 7124025 MGR.NO. 009 PAGE 001 CONT 6235 SEC 95 JOB 001 RES ENGR FRIESENHAHN,CARL PROJ RMC - 623595001 HWY FM0099 2304 AVE E HONDO CNTY ATASCOSA DIST 15 CONTRACT PRICE $ 3,964,879.97 REPORT DATE 05/08/2013 10.17.42 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD APR 01,2013 TO APR 30,2013 EST NO 007 TECHNOLOGIES, LTD. 11597 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6235-95-001 RMC - 623595001 15 FM0099 ATASCOSA -LIMITS - KARNES COUNTY LINE LIVE OAK COUNTY LINE LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 65 0110 EXCAVATION (ROADWAY) CY 28,662.000 3,022.800 6.350 19,194.78 70 0132 EMBANKMENT (FINAL)(ORD CY 4,000.000 421.900 5.110 2,155.91 COMP)(TY B) 75 0134 BACKFILL (TY B) STA 501.000 105.600 85.040 8,980.22 80 0150 BLADING HR 125.000 26.400 117.050 3,090.12 95 0247 FL BS (CMP IN PLC)(TY A GR CY 32,965.360 7,040.900 40.150 282,692.14 2)(FNAL POS) 100 0251 REWORK BS MTL (TY B) (8") SY 111,258.120 11,733.330 0.840 9,856.00 (ORD COMP) 105 0275 CEMENT TON 1,140.510 120.340 128.440 15,456.47 110 0275 CEMENT TREAT (EXIST MATL) SY 152,050.930 16,033.600 0.720 11,544.19 (6") 115 0316 ASPH (RC-250) GAL 28,927.120 5,750.000 4.580 26,335.00 130 0316 AGGR(TY-E GR-3 SAC-B) CY 1,314.980 271.800 74.750 20,317.05 135 0316 AGGR(TY-E GR-5 SAC-B) CY 1,033.120 200.000 78.200 15,640.00 140 0316 ASPH (CHFRS-2P OR CRS-2P) GAL 69,425.000 13,875.000 3.980 55,222.50 145 0401 FLOWABLE BACKFILL CY 53.100 20.000 128.220 2,564.40 150 0432 RIPRAP (CONC)(5 IN) CY 20.700 7.200 520.500 3,747.60 155 0450 RAIL (TY T101 RAC-R) LF 75.000 52.500 187.380 9,837.45 180 0462 CONC BOX CULV (4 FT X 4 FT) LF 21.000 21.000 661.090 13,882.89 185 0462 CONC BOX CULV (6 FT X 3 FT) LF 43.000 22.000 555.880 12,229.36 195 0466 WINGWALL (FW-0)(HW=3 FT) EA 6.000 2.000 4,778.680 9,557.36 200 0466 WINGWALL (FW-0)(HW=4 FT) EA 2.000 2.000 6,609.680 13,219.36 210 0466 HEADWALL (CH-FW-0)(DIA= 42 EA 2.000 1.000 6,531.550 6,531.55 IN) 235 0502 BARRICADES, SIGNS AND MO 12.000 1.000 1,325.000 1,325.00 TRAFFIC HANDLING 260 0510 ONE-WAY TRAFFIC CONTROL HR 1,440.000 192.500 62.220 11,977.35 285 0540 MTL W-BEAM GD FEN (TIM POST) LF 100.000 100.000 21.030 2,103.00 290 0540 TERMINAL ANCHOR SECTION EA 3.000 3.000 575.820 1,727.46 295 0540 MTL BEAM GD FEN TRANS (T101) EA 3.000 3.000 770.070 2,310.21 300 0544 GUARDRAIL END TREATMENT EA 3.000 3.000 2,011.170 6,033.51 (INSTALL) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 146 0420* CL C CONC (RAIL FOUNDATION) CY 0.000 11.200 1,668.810 18,690.67 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 586,221.55 1 TOTAL AMOUNT WORK DONE TO DATE - $ 2,025,541.36