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 08/29/2014 13.44.10 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD OCT 01,2012 TO JUL 29,2014 EST NO 023 & FINAL 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 = 242 638 264 374 BROUGHT FORWARD ADDL DAYS GRANTED = 29 JUL 14 1 1 TIME SUSP - LETTER SUBMITTED TOTAL DAYS ALLOWED = 271 2 1 TIME SUSP - LETTER SUBMITTED DATE WORK COMPLETED 07/29/14 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE = 264 4 1 HOLIDAY ASSESSED LIQ DAMAGES = 0 5 1 SATURDAY LIQ DAMAGE RATE $ 970 6 1 SUNDAY 7 1 TIME SUSP - LETTER SUBMITTED LIQUIDATED DAMAGES 8 1 TIME SUSP - LETTER SUBMITTED 0 DAYS AT $ 970 PER DAY 9 1 TIME SUSP - LETTER SUBMITTED TOTAL = $ .00 10 1 TIME SUSP - LETTER SUBMITTED 11 1 TIME SUSP - LETTER SUBMITTED CERTIFIED AS CORRECT AND 12 1 SATURDAY ONE COPY HAS BEEN GIVEN 13 1 SUNDAY TO THE CONTRACTOR 14 1 TIME SUSP - LETTER SUBMITTED 15 1 TIME SUSP - LETTER SUBMITTED 16 1 TIME SUSP - LETTER SUBMITTED ---------------------------- 17 1 TIME SUSP - LETTER SUBMITTED AREA/PROJECT ENGINEER 18 1 TIME SUSP - LETTER SUBMITTED 19 1 SATURDAY 20 1 SUNDAY 21 1 TIME SUSP - LETTER SUBMITTED 22 1 TIME SUSP - LETTER SUBMITTED 23 1 TIME SUSP - LETTER SUBMITTED 24 1 TIME SUSP - LETTER SUBMITTED 25 1 TIME SUSP - LETTER SUBMITTED 26 1 SATURDAY 27 1 SUNDAY 28 1 TIME SUSP - LETTER SUBMITTED 29 1 WORK COMPLETED AND ACCEPTED - ----- ----- ----- 667 264 403 4 SATURDAY 4 SUNDAY 1 HOLIDAY 19 TIME SUSP - LETTER SUBMITTED 1 WORK COMPLETED AND ACCEPTED 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 08/29/2014 13.44.11 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD OCT 01,2012 TO JUL 29,2014 EST NO 023 & FINAL 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 15.000 554.520 8,317.80 0065 0110 EXCAVATION (ROADWAY) CY 28,662.000 29,673.000 6.350 188,423.55 0070 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 4,000.000 5,011.000 5.110 25,606.21 0075 0134 BACKFILL (TY B) STA 501.000 501.000 85.040 42,605.04 0080 0150 BLADING HR 125.000 125.000 117.050 14,631.25 0085 0164 BROADCAST SEED (PERM) (RURAL) (CLAY) SY 77,880.760 79,552.000 .100 7,955.20 0090 0168 VEGETATIVE WATERING MG 1,214.860 86.310 8.690 750.03 0095 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 32,965.360 32,965.360 40.150 1,323,559.20 0100 0251 REWORK BS MTL (TY B) (8") (ORD COMP) SY 111,258.120 115,808.120 .840 97,278.82 0105 0275 CEMENT TON 1,140.510 1,174.780 128.440 150,888.74 0110 0275 CEMENT TREAT (EXIST MATL) (6") SY 152,050.930 155,083.930 .720 111,660.43 0111 0310*PRIME COAT (MS-2) GAL 2,300.000 2,279.000 4.900 11,167.10 0112 0316*ASPH (HFRS-2) GAL 60,747.000 0.000 3.980 .00 0112 0316 ADJ EST QUANTITY TO DATE 0.000 0115 0316 ASPH (RC-250) GAL 28,927.120 30,820.000 4.580 141,155.60 0120 0316 ASPH (AC-15P OR AC-20-5TR) GAL 40,498.010 50,500.000 4.000 202,000.00 0120 0316 ADJ EST QUANTITY TO DATE 50,500.000 0125 0316 AGGR(TY-PE GR-4 SAC-A) CY 1,205.340 1,158.000 78.000 90,324.00 0130 0316 AGGR(TY-E GR-3 SAC-B) CY 1,314.980 717.800 74.750 53,655.55 0130 0316 ADJ EST QUANTITY TO DATE 1,192.440 0135 0316 AGGR(TY-E GR-5 SAC-B) CY 1,033.120 1,024.700 78.200 80,131.54 0140 0316 ASPH (CHFRS-2P OR CRS-2P) GAL 69,425.000 27,005.000 3.980 107,479.90 0140 0316 ADJ EST QUANTITY TO DATE 27,005.000 0141 0330*LRA PAV TY-I GR-CC TON 5,970.000 6,971.010 89.880 626,554.38 1 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 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 1.000 510,000.000 510,000.00 0235 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 14.000 1,325.000 18,550.00 0235 0502 ADJ EST QUANTITY TO DATE 14.000 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 140.000 140.000 9.270 1,297.80 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 1,845.500 62.220 114,827.01 0264 0530*INTERSECTIONS (ACP) SY 370.000 322.280 69.430 22,375.90 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 4,618.000 19.870 91,759.66 0280 0530 TURNOUTS (SURF TREAT) SY 440.000 395.000 35.720 14,109.40 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 3.000 255.260 765.78 0310 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 2.000 2.000 486.260 972.52 0315 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 9.000 12.000 192.640 2,311.68 0320 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 91.000 93.000 368.190 34,241.67 0325 0644 IN SM RD SN SUP&AM 1 TY10BWG(1)SA(U) EA 5.000 5.000 533.720 2,668.60 0330 0644 IN SM RD SN SUP&AM TYS80(1)SA(T) EA 18.000 18.000 523.370 9,420.66 0335 0644 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 6.000 6.000 679.880 4,079.28 0336 0644*REMOVE SM RD SN SUP & AM EA 120.000 99.000 115.000 11,385.00 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 20.000 63.130 1,262.60 0350 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 100,132.000 52,758.000 .280 14,772.24 0355 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 8,910.000 7,660.000 .290 2,221.40 0360 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 52,696.000 109,068.000 .280 30,539.04 0365 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,540.000 6,475.000 1.090 7,057.75 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 1,139.000 .410 466.99 0380 5049 BIOGRD EROSN CONT LOGS (12" OR 18" DIA) LF 1,150.000 1,363.000 4.760 6,487.88 0385 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 100,132.000 100,132.000 .350 35,046.20 0390 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 8,910.000 7,460.000 .420 3,133.20 0395 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 52,696.000 58,301.000 .380 22,154.38 0400 9001*EQUIPMENT REPAIR COST LS 1.000 1.000 20,011.690 20,011.69 0401 9002*FORCE ACCT FOR MINOR PAVMENT REPAIRS DOL 10,000.000 41,149.210 1.000 41,149.21 0402 9003*RESET PROJECT SIGNS DOL 1.000 1.000 4,847.440 4,847.44 0 SUBTOTAL BID ITEMS $ 4,562,832.71 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 0503 776 AGGR (TY PE GR 4 SAC-A) TON 0.000 100 38.600 .00 0 TOTAL AMOUNT WORK DONE REHAB AND WIDEN EXISTING ROADWAY $ 4,562,832.71 0 TOTAL AMOUNT WORK DONE CONTROL 6235-95-001 $ 4,562,832.71 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 08/29/2014 13.44.13 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD OCT 01,2012 TO JUL 29,2014 EST NO 023 & FINAL TECHNOLOGIES, LTD. 11597 0*********************************************************************************************************************************** -LIMITS - KARNES COUNTY LINE 0 LIVE OAK COUNTY LINE DATE WORK BEGAN OCT 1 , 2012 WORKING DAYS USED 264 PERCENT COMPLETE 100.00 PERCENT TIME USED 97.40 DATE COMPLETED JUL 29 2014 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 15.000 554.520 8,317.80 0110 EXCAVATION (ROADWAY) CY 28,662.000 29,673.000 6.350 188,423.55 0132 EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 4,000.000 5,011.000 5.110 25,606.21 0134 BACKFILL (TY B) STA 501.000 501.000 85.040 42,605.04 0150 BLADING HR 125.000 125.000 117.050 14,631.25 0164 BROADCAST SEED (PERM) (RURAL) (CLAY) SY 77,880.760 79,552.000 .100 7,955.20 0168 VEGETATIVE WATERING MG 1,214.860 86.310 8.690 750.03 0247 FL BS (CMP IN PLC)(TY A GR 2)(FNAL POS) CY 32,965.360 32,965.360 40.150 1,323,559.20 0251 REWORK BS MTL (TY B) (8") (ORD COMP) SY 111,258.120 115,808.120 .840 97,278.82 0275 CEMENT TON 1,140.510 1,174.780 128.440 150,888.74 0275 CEMENT TREAT (EXIST MATL) (6") SY 152,050.930 155,083.930 .720 111,660.43 0316 ASPH (RC-250) GAL 28,927.120 30,820.000 4.580 141,155.60 0316 ASPH (AC-15P OR AC-20-5TR) GAL 40,498.010 50,500.000 4.000 202,000.00 0316 ADJ EST QUANTITY TO DATE 50,500.000 0316 AGGR(TY-PE GR-4 SAC-A) CY 1,205.340 1,158.000 78.000 90,324.00 0316 AGGR(TY-E GR-3 SAC-B) CY 1,314.980 717.800 74.750 53,655.55 0316 ADJ EST QUANTITY TO DATE 1,192.440 0316 AGGR(TY-E GR-5 SAC-B) CY 1,033.120 1,024.700 78.200 80,131.54 0316 ASPH (CHFRS-2P OR CRS-2P) GAL 69,425.000 27,005.000 3.980 107,479.90 0316 ADJ EST QUANTITY TO DATE 27,005.000 10401 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 0462 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 1.000 510,000.000 510,000.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 12.000 14.000 1,325.000 18,550.00 0502 ADJ EST QUANTITY TO DATE 14.000 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 140.000 140.000 23.540 3,295.60 0506 ROCK FILTER DAMS (REMOVE) LF 140.000 140.000 9.270 1,297.80 0510 ONE-WAY TRAFFIC CONTROL HR 1,440.000 1,845.500 62.220 114,827.01 0530 DRIVEWAYS (SURF TREAT) SY 4,616.000 4,618.000 19.870 91,759.66 0530 TURNOUTS (SURF TREAT) SY 440.000 395.000 35.720 14,109.40 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 0560 MAILBOX INSTALL-D (TWW-POST)TY 4 FND-TB EA 2.000 3.000 255.260 765.78 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 2.000 2.000 486.260 972.52 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 9.000 12.000 192.640 2,311.68 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA 91.000 93.000 368.190 34,241.67 0644 IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA 5.000 5.000 533.720 2,668.60 0644 IN SM RD SN SUP&AM TYS80(1)SA(T) EA 18.000 18.000 523.370 9,420.66 0644 IN SM RD SN SUP&AM TYS80(1)SA(U) EA 6.000 6.000 679.880 4,079.28 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 20.000 20.000 25.260 505.20 10658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 20.000 20.000 63.130 1,262.60 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 100,132.000 52,758.000 .280 14,772.24 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 8,910.000 7,660.000 .290 2,221.40 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 52,696.000 109,068.000 .280 30,539.04 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 1,540.000 6,475.000 1.090 7,057.75 0672 REFL PAV MRKR TY II-A-A EA 1,139.000 1,139.000 .410 466.99 5049 BIOGRD EROSN CONT LOGS (12" OR 18" DIA) LF 1,150.000 1,363.000 4.760 6,487.88 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 100,132.000 100,132.000 .350 35,046.20 8251 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 8,910.000 7,460.000 .420 3,133.20 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 52,696.000 58,301.000 .380 22,154.38 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00310* PRIME COAT (MS-2) GAL 2,300.000 2,279.000 4.900 11,167.10 0330* LRA PAV TY-I GR-CC TON 5,970.000 6,971.010 89.880 626,554.38 0420* CL C CONC (RAIL FOUNDATION) CY 11.200 11.200 1,668.810 18,690.67 0530* INTERSECTIONS (ACP) SY 370.000 322.280 69.430 22,375.90 0644* REMOVE SM RD SN SUP & AM EA 120.000 99.000 115.000 11,385.00 9001* EQUIPMENT REPAIR COST LS 1.000 1.000 20,011.690 20,011.69 9002* FORCE ACCT FOR MINOR PAVMENT REPAIRS DOL 10,000.000 41,149.210 1.000 41,149.21 9003* RESET PROJECT SIGNS DOL 1.000 1.000 4,847.440 4,847.44 0 SUBTOTAL BID ITEMS $ 4,562,832.71 0 CONTRACT TOTAL ALL ITEMS $ 4,562,832.71 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 08/29/2014 13.44.13 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD OCT 01,2012 TO JUL 29,2014 EST NO 023 & FINAL 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 4,562,832.71 .00 4,562,832.71 .00 .00 4,562,832.71 4,449,334.91 113,497.80 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 4,562,832.71 .00 4,562,832.71 .00 .00 4,562,832.71 4,449,334.91 113,497.80 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 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 08/29/2014 13.44.14 CONTRACTOR SALINAS CONSTRUCTION EST PERIOD OCT 01,2012 TO JUL 29,2014 EST NO 023 & FINAL 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($) ($) 0 230 0500 MOBILIZATION LS 1.000 0.220 510,000.000 112,200.00 245 0506 ROCK FILTER DAMS (REMOVE) LF 140.000 140.000 9.270 1,297.80 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 113,497.80 0 TOTAL AMOUNT WORK DONE TO DATE - $ 4,562,832.71