CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 HIGHWAY: US 83 COUNTY: 12/02/2014 ESTIMATE PAID: AWARD DATE: 12/18/2014 ESTIMATE PERIOD:
|
|
- Myles Hunt
- 5 years ago
- Views:
Transcription
1 295, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/ CONTRACT ID: PROJECT: STP 2015(350) CONTRACT: AWARD : $6,989, PROJECTED : $6,989, ADJ. PROJECTED : $7,284, CONTRACT: CONTRACTOR: ALLEN KELLER COMPANY HIGHWAY: US 83 DISTRICT NAME: San Angelo COUNTY: REAL AREA ENGINEER: Lewis Nowlin, P.E. AREA NUMBER: 051 ESTIMATE NUMBER: 0037 LETTING DATE: 12/02/2014 ESTIMATE PAID: AWARD DATE: 12/18/2014 ESTIMATE PERIOD: 04/07/2018 to 05/03/2018 NOTICE TO PROCEED DATE: 01/28/2015 ESTIMATE TYPE: FINL WORK BEGIN DATE: 06/08/2015 % COMPLETE: 10 ACCEPTED DATE: 04/06/2018 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: RECAPITULATION TOTAL PREV THIS ESTIMATE EARNINGS $7,473, $7,473, PARTICIPATING NON-PARTICIPATING $7,473, $7,473, RETAINAGE LIQUIDATED DAMAGES ($15,75) ($15,75) INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS $ $ PAID TO CONTRACTOR $7,457, $7,457, $ CONTRACT ADJUSTMENTS THIS ESTIMATE ADJUSTMENTS THIS ESTIMATE ADJUSTMENT : ADJUSTMENT : REMARKS: ADJUSTMENT : ADJUSTMENT : REMARKS: ***There are no Contract Adjustments for this estimate*** ***There are no Line Item Adjustments for this estimate*** CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR AREA/PROJECT ENGINEER DATE
2 CONTRACTOR'S ESTIMATE PACKAGE Page 2 of 10 CONTRACT TIME STATEMENT WORK BEGIN DATE: 06/08/2015 ASSESSED LIQ DAMAGES: 14 TIME CHARGES BEGIN: 05/29/2015 LIQ DAMAGE RATE: $1, DAYS: 225 LIQUIDATED DAMAGES: 14 C. O. ADJUSTED DAYS: 153 DAYS AT CURRENT DAYS: 378 PER DAY $1, DAYS CHARGED : 392 TOTAL: $15,75 PHYSICAL WORK COMPLETE: 00/00/0000 DAILY BREAKDOWN Date Days or Days Charged Days Credited 02/11/ TIME NOT STARTED 02/12/ TIME NOT STARTED 02/17/ TIME NOT STARTED 02/26/ TIME NOT STARTED 04/07/ FINAL ESTIMATE 04/13/ MADE IN ERROR 05/03/ STK ACCT PURCHASE DWR Diary Adjustment Date Days or PERIOD SUMMARY Days Charged Days Credited OTHER - SEE RMRKS 3 TIME NOT STARTED 4
3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 10 WORK PERFORMED THIS PERIOD PROJECT STP 2015(350) CONTROL CATEGORY 001 ALL S QTY THIS ESTIMATE PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date PREPARING ROW STA 1, $13, CLEAN EXIST CULVS EA 1,500 0 $1, MOBILIZATION LS 561, $16, UNIQUE CHANGE ORDER 4 DOL $ SUPP DESCR SIGN POST TOP CAP EA INSTL OM ASSM (OM-2Z)(FLX)GND EA 50 0 $ REFL PAV MRKR TY II-A-A EA $ RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF ,540 -$50, , , RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF ,540 $16, ,54 22,54 SUPP DESCR REDUCTION STOCK ACCOUNT MATERIAL PURCHASE DOL 0 1, $1, , , SUPP DESCR District + Account: TOTAL EARNINGS THIS ESTIMATE $303.60
4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 10 CONTRACT S PROJECT CATEGORY STP 2015(350) CONTROL ALL S SUPP $ PREPARING ROW STA 1, , DIOSAL OF WATER WELLS EA 3, , REMOVING CONC (SIDEWALKS) SY , REMOVING CONC (DRIVEWAYS) SY , REMOVING CONC (OTHER APPURTENANCES) SY CO# REMOVING CONC (CURB) LF , CO# EXCAVATION (ROADWAY) CY , , , EXCAVATION (CHANNEL) CY , EMBANKMENT (FINAL)(ORD COMP)(TY B) CY , , , FURNISHING AND PLACING TOPSOIL CY ,550 1,55 45, INCH THICK PLACEMENT CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) AC 2, , SOIL RETENTION BLANKETS (CL 1) (TY A) SY ,900 2,90 5, PROOF ROLLING HR , CEMENT TON , CEMENT TREAT (SUBGRADE) (8") SY , , , PRIME COAT (RC-250) GAL , ,64 81, AGGR (GR 5) CY , LRA PAV TY-I GR-D TON , LRA PAV TY-I GR-D TON , WEST TIE-IN, CO# D-GR HMA TY-B PG64-22 TON , WEST TIE-IN, CO# PLAN & TEXT AH CONC PAV(0" TO 2") SY , , , TRENCH EXCAVATION PROTECTION LF , , , CL A CONC (STEPS) CY 1, , CO# RIPRAP (CONC)(4 IN) CY , RIPRAP (CONC)(CL C) CY , RIPRAP (CONC)(CL B)(5 IN) CY , RAIL (TY PR1) LF , CMP AR (GAL STL DES 2) LF , CMP AR (GAL STL DES 3) LF 60 1, , , UNIQUE CHANGE ORDER 2 DOL , INCH HDPE PIPE CONC BOX CULV (4 FT X 2 FT) LF , CONC BOX CULV (6 FT X 3 FT) LF , RC PIPE (CL III)(24 IN) LF , RC PIPE (CL III)(36 IN) LF ,55
5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 10 CATEGORY 001 ALL S SUPP $ RC PIPE (CL III)(48 IN) LF , RC PIPE (CL III)(60 IN) LF , MANH (COMPL)(PRM)(48IN) EA 9, , INLET (COMPL)(PCO)(5FTX5FT) EA 7, , INLET (COMPL)(PSL)(SL)(4FTX4FT) EA 5, , INLET (COMPL)(PSL)(SL)(5FTX6FT) EA 6, , INLET (COMPL)(PSL)(SL)(6FTX6FT) EA 6, , INLET (COMPL)(PSL)(SL)(8FTX8FT) EA 15, , INLET(COMPL)(PAZD)(FG)(3FTX3FT-3FTX3FT) EA 5, , INLET(COMPL)(PAZD)(FG)(4FTX4FT-3FTX3FT) EA 6, , INLET(COMPL)(PAZD)(FG)(5FTX5FT-3FTX3FT) EA 7, , WINGWALL (FW-0)(HW=4 FT) EA 3, , WINGWALL (FW-S)(HW=5 FT) EA 4, , WINGWALL (PW)(HW=4 FT) EA 4, , WINGWALL (PW)(HW=5 FT) EA 6, , SET (TY II)(DES 3)(CMP)(4:1)(P) EA 1, , SET (TY II)(DES 2)(CMP)(4:1)(P) EA 1, , UNIQUE CHANGE ORDER 3 DOL 1, , TY II 24 INCH HDPE 4:1 SET ADJ MANHS (WATER VALVE BOX) EA 1, , CLEAN EXIST CULVS EA 1, , REMOV STR (SET) EA , REMOV STR (PIPE) LF , REMOV STR (PIPE) EA 1, , MOBILIZATION LS 561, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO 13, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4, , CO#7 - REDUCTION CONC CURB & GUTTER (TY II) LF , , , CO#4 - CHANGE CONC CURB & GUTTER(VALLEY GUTTER) LF CO#4 - CHANGE CONC CURB (TY F1) LF , CONC CURB (TY F2) LF , UNIQUE CHANGE ORDER 1 DOL , , , CONC CURB (MONO)(TY IV) LF INTERSECTIONS (ACP) SY , DRIVEWAYS (CONC) SY , DRIVEWAYS (ACP) SY 50 8, , , CONC SIDEWALKS (6") SY 80 2, , , CURB RAMPS (TY 1) EA 1, , CURB RAMPS (TY 2) EA 2, , CURB RAMPS (TY 7) EA 1, , CONC SIDEWALKS (4") SY , , , CURB RAMPS (TY 21) EA 1, , CURB RAMPS (TY 10) EA 1, ,40
6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of 10 CATEGORY 001 ALL S SUPP CURB RAMPS (TY 11) EA 1, , CONC SIDEWALK (DRAIN) SF , CONDT (PVC) (SCHD 80) (4") LF , GROUND BOX TY C (162911) W/APRON EA 1, , ALUMINUM SIGNS (TY A) SF , IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA , IN SM RD SN SUP&AM TYFRP(1)UA(P) EA IN SM RD SN SUP&AM TYS80(1)SA(T) EA IN SM RD SN SUP&AM TYS80(1)SA(U) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-WC) EA 1, , UNIQUE CHANGE ORDER 4 DOL SIGN POST TOP CAP EA REMOVE SM RD SN SUP & AM EA , INSTL OM ASSM (OM-2Z)(FLX)GND EA WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA , PAVEMENT SEALER 4" LF , , , PREFAB PAV MRK TY C (W) (24") (SLD) LF , , , PRE PM TY C(ACC PRK)(BL&WH)LG W/BORDER EA , REFL PAV MRKR TY II-A-A EA , PAV SURF PREP FOR MRK ( 4") LF , ,45 12, PAV SURF PREP FOR MRK (24") LF , , , RELOCATE RDSD FLASH BEACON ASSEMBLY EA 5, , ROCK FILTER DAMS (INSTALL) (TY 4) LF CONSTRUCTION EXITS (INSTALL) (TY 1) SY , BIOGRD EROSN CONT LOGS (18" DIA)INSTALL LF , BIODEGRADBLE EROSION CONTROL LOGS LF , REMOV ROLLER COMPACTED CONCRETE (8") SY 40 37,390 3,560 41,20 1,689, CEMENT TON , CO#8 - ADDED CEMENT FOR RCC ROLLER COMPACTED CONCRETE (7.5") SY , , , RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF , , , RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF ,540 22,54 16, REDUCTION RE PM W/RET REQ TY I(Y)4"(SLD)(090MIL) LF , , , PARTNERING DOL CO# STOCK ACCOUNT MATERIAL PURCHASE DOL 0 0 1, , , District + Account: $ CATEGORY 002 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal $7,438, SUPP $
7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of 10 CATEGORY 002 CONTRACTOR FORCE ACCOUNT WORK SUPP $ FORCE ACCT-EROSION CONTROL MAINTENANCE DOL 0 1, , , Force Account- Erosion Control FORCE ACCOUNT ID 1 DOL 17, , FA#1-24" RCP CASING FORCE ACCOUNT ID 2 DOL 8, , FA#2 - FLOWABLE FILL UNDER RCP Category Subtotal $34, PROJECT STP 2015(350) CONTROL CATEGORY 001 ALL S SUPP ($) BROADCAST SEED (TEMP) (WARM) AC CO#6 - BLUE GRAMA BROADCAST SEED (TEMP) (COOL) AC CO#6 - WINTER RYE GRASS CONC CURB & GUTTER (TY II) LF 20 14, , CONC CURB & GUTTER(VALLEY GUTTER) LF , , WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF , WK ZN PAV MRK REMOV (Y) 4" (SLD) LF , REMOVE RDSD FLASH BEACON ASSEMBLY EA CO# CONSTRUCTION EXITS (REMOVE) SY TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF , TEMPORARY SEDIMENT CONTROL FENCE REMOVE LF 0 1, CONTINUOUS DIAMOND GRINDING CONC PVMT SY , , MATERIAL ON HAND DOL 0 1, PAYMENT ADJUSTMENT-POS DOL 0 1, PAYMENT ADJUSTMENT-NEG DOL -0 4, CATEGORY 002 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal SUPP ($) FORCE ACCOUNT - SAFETY CONTINGENCY DOL 0 1, Force account - Safety contingency Category Subtotal TOTAL EARNINGS THIS CONTRACT $7,473,594.94
8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of 10 CONSTRUCTION ESTIMATE COMBINED ($) PREPARING ROW STA 1, , DIOSAL OF WATER WELLS EA 3, , REMOVING CONC (SIDEWALKS) SY , REMOVING CONC (DRIVEWAYS) SY , REMOVING CONC (OTHER APPURTENANCES) SY CO# REMOVING CONC (CURB) LF , CO# EXCAVATION (ROADWAY) CY ,00 14, , EXCAVATION (CHANNEL) CY , EMBANKMENT (FINAL)(ORD COMP)(TY B) CY ,34 6, , FURNISHING AND PLACING TOPSOIL CY ,550 45, INCH THICK PLACEMENT CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) AC 2, , SOIL RETENTION BLANKETS (CL 1) (TY A) SY ,900 5, PROOF ROLLING HR , CEMENT TON , CO#8 - ADDED CEMENT FOR RCC CEMENT TON , CEMENT TREAT (SUBGRADE) (8") SY , , , PRIME COAT (RC-250) GAL ,1 13,640 81, AGGR (GR 5) CY , LRA PAV TY-I GR-D TON , WEST TIE-IN, CO# LRA PAV TY-I GR-D TON , D-GR HMA TY-B PG64-22 TON , WEST TIE-IN, CO# PLAN & TEXT AH CONC PAV(0" TO 2") SY ,80 2, , TRENCH EXCAVATION PROTECTION LF , , , CL A CONC (STEPS) CY 1, , CO# RIPRAP (CONC)(4 IN) CY , RIPRAP (CONC)(CL C) CY , RIPRAP (CONC)(CL B)(5 IN) CY , RAIL (TY PR1) LF , CMP AR (GAL STL DES 2) LF , CMP AR (GAL STL DES 3) LF 60 1,37 1, , CONC BOX CULV (4 FT X 2 FT) LF , CONC BOX CULV (6 FT X 3 FT) LF , RC PIPE (CL III)(24 IN) LF , RC PIPE (CL III)(36 IN) LF , RC PIPE (CL III)(48 IN) LF ,25
9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of RC PIPE (CL III)(60 IN) LF , MANH (COMPL)(PRM)(48IN) EA 9, , INLET (COMPL)(PCO)(5FTX5FT) EA 7, , INLET (COMPL)(PSL)(SL)(4FTX4FT) EA 5, , INLET (COMPL)(PSL)(SL)(5FTX6FT) EA 6, , INLET (COMPL)(PSL)(SL)(6FTX6FT) EA 6, , INLET (COMPL)(PSL)(SL)(8FTX8FT) EA 15, , INLET(COMPL)(PAZD)(FG)(3FTX3FT-3FTX3FT) EA 5, , INLET(COMPL)(PAZD)(FG)(4FTX4FT-3FTX3FT) EA 6, , INLET(COMPL)(PAZD)(FG)(5FTX5FT-3FTX3FT) EA 7, , WINGWALL (FW-0)(HW=4 FT) EA 3, , WINGWALL (FW-S)(HW=5 FT) EA 4, , WINGWALL (PW)(HW=4 FT) EA 4, , WINGWALL (PW)(HW=5 FT) EA 6, , SET (TY II)(DES 3)(CMP)(4:1)(P) EA 1, , SET (TY II)(DES 2)(CMP)(4:1)(P) EA 1, , ADJ MANHS (WATER VALVE BOX) EA 1, , CLEAN EXIST CULVS EA 1, , REMOV STR (SET) EA , REMOV STR (PIPE) LF , REMOV STR (PIPE) EA 1, , MOBILIZATION LS 561, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4, , CO#7 - REDUCTION BARRICADES, SIGNS AND TRAFFIC HANDLING MO 13, , CONC CURB & GUTTER (TY II) LF CONC CURB & GUTTER (TY II) LF , , CO#4 - CHANGE CONC CURB & GUTTER(VALLEY GUTTER) LF CO#4 - CHANGE CONC CURB (TY F1) LF , CONC CURB (TY F2) LF , INTERSECTIONS (ACP) SY , DRIVEWAYS (CONC) SY , DRIVEWAYS (ACP) SY 50 8, , , CONC SIDEWALKS (6") SY 80 2, , , CURB RAMPS (TY 1) EA 1, , CURB RAMPS (TY 2) EA 2, , CURB RAMPS (TY 7) EA 1, , CONC SIDEWALKS (4") SY , , , CURB RAMPS (TY 21) EA 1, , CURB RAMPS (TY 10) EA 1, , CURB RAMPS (TY 11) EA 1, , CONC SIDEWALK (DRAIN) SF , CONDT (PVC) (SCHD 80) (4") LF , GROUND BOX TY C (162911) W/APRON EA 1, , ALUMINUM SIGNS (TY A) SF , IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA ,075.00
10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA , IN SM RD SN SUP&AM TYFRP(1)UA(P) EA IN SM RD SN SUP&AM TYS80(1)SA(T) EA IN SM RD SN SUP&AM TYS80(1)SA(U) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-WC) EA 1, , REMOVE SM RD SN SUP & AM EA , INSTL OM ASSM (OM-2Z)(FLX)GND EA WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA , PAVEMENT SEALER 4" LF , , , PREFAB PAV MRK TY C (W) (24") (SLD) LF ,09 1, , PRE PM TY C(ACC PRK)(BL&WH)LG W/BORDER EA , REFL PAV MRKR TY II-A-A EA , PAV SURF PREP FOR MRK ( 4") LF , ,450 12, PAV SURF PREP FOR MRK (24") LF ,09 1, , RELOCATE RDSD FLASH BEACON ASSEMBLY EA 5, , ROCK FILTER DAMS (INSTALL) (TY 4) LF CONSTRUCTION EXITS (INSTALL) (TY 1) SY , BIOGRD EROSN CONT LOGS (18" DIA)INSTALL LF , BIODEGRADBLE EROSION CONTROL LOGS LF , REMOV ROLLER COMPACTED CONCRETE (8") SY 40 37,39 41,200 1,689, ROLLER COMPACTED CONCRETE (7.5") SY ,15 13, , RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF ,95 22,540 16, REDUCTION RE PM W/RET REQ TY I(W)4"(SLD)(090MIL) LF ,95 1, , RE PM W/RET REQ TY I(Y)4"(SLD)(090MIL) LF , , , FORCE ACCOUNT ID 1 DOL 17, , FA#1-24" RCP CASING FORCE ACCOUNT ID 2 DOL 8, , FA#2 - FLOWABLE FILL UNDER RCP PARTNERING DOL CO# FORCE ACCT-EROSION CONTROL MAINTENANCE DOL 0 1,00 8, , Force Account- Erosion Control STOCK ACCOUNT MATERIAL PURCHASE DOL 0 1, , District + Account: UNIQUE CHANGE ORDER 1 DOL 20 10, , CONC CURB (MONO)(TY IV) LF UNIQUE CHANGE ORDER 2 DOL , INCH HDPE PIPE UNIQUE CHANGE ORDER 3 DOL 1, , TY II 24 INCH HDPE 4:1 SET UNIQUE CHANGE ORDER 4 DOL SIGN POST TOP CAP EA TOTAL EARNINGS $7,473,594.94
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 HIGHWAY: RM 2721 COUNTY: 09/07/2012 ESTIMATE PAID: AWARD DATE: 09/27/2012 ESTIMATE PERIOD:
-58,265.40 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 517-7.00 8 CONTRACT ID: 271901008 PROJECT: STP 2013(029)HES CONTRACT: 09123212 AWARD AMOUNT: $2,899,581.31 PROJECTED AMOUNT: $2,928,572.31
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: FM 373 COUNTY: 05/02/2018 ESTIMATE PAID: AWARD DATE: 05/24/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 22 CONTRACT ID: 082301029 PROJECT: STP 2018(824) CONTRACT: 05183218 AWARD : $2,899,372.26 PROJECTED : $2,911,372.26 ADJ. PROJECTED : $2,911,372.26 CONTRACT:
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: FM 532 COUNTY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:
29,097.60 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 126 CONTRACT ID: 100703021 PROJECT: STP 2016(509) CONTRACT: 02163245 AWARD : 2,844,207.34 PROJECTED : 2,915,909.34 ADJ. PROJECTED : 2,945,006.94
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 HIGHWAY: US 82 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
3,525.14 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 28 CONTRACT ID: 004604060 PROJECT: NH 1502(056) CONTRACT: 04153051 AWARD : $407,780.13 PROJECTED : $411,881.13 ADJ. PROJECTED : $415,406.27
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 HIGHWAY: FM 534 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
15,466.31 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 136-11.00 2.00 CONTRACT ID: 180801028 PROJECT: STP 1502(152)HES CONTRACT: 05153036 AWARD : $2,602,993.61 PROJECTED : $2,602,993.61 ADJ. PROJECTED
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 10 COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
27,403.21 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 92 3.00 CONTRACT ID: 014011044 PROJECT: NH 1702(546) CONTRACT: 07173217 AWARD : $4,567,928.75 PROJECTED : $4,985,095.63 ADJ. PROJECTED : $5,012,498.84
More informationCONTRACTOR'S ESTIMATE PACKAGE
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/18-12.00 90 CONTRACT ID: 090922173 PROJECT: STP 2017(464)HES CONTRACT: 03173039 AWARD : $372,720.55 PROJECTED : $390,152.55 ADJ. PROJECTED : $390,152.55
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 HIGHWAY: FM 462 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:
304,734.52 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 299 107.00 CONTRACT ID: 084801039 PROJECT: STP 2012(035) CONTRACT: 09113222 AWARD : $2,072,108.71 PROJECTED : $2,084,109.71 ADJ. PROJECTED
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 HIGHWAY: SH 44 COUNTY: 04/02/2014 ESTIMATE PAID: AWARD DATE: 04/24/2014 ESTIMATE PERIOD:
112,067.24 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 167-13.00 35.00 CONTRACT ID: 008701104 PROJECT: NH 2014(565) CONTRACT: 04143012 AWARD : $3,126,804.84 PROJECTED : $3,176,515.84 ADJ. PROJECTED
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 309 COUNTY: 12/06/2017 ESTIMATE PAID: AWARD DATE: 12/14/2017 ESTIMATE PERIOD:
0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 102 CONTRACT ID: 057401029 : BR 2018(319) CONTRACT: 12173211 AWARD : $2,595,950.00 ED : $2,833,949.00 ADJ. ED : $2,833,949.00 CONTRACT: CONTRACTOR:
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 HIGHWAY: IH 35 COUNTY: 02/06/2013 ESTIMATE PAID: AWARD DATE: 02/28/2013 ESTIMATE PERIOD:
2,852.08 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 49 CONTRACT ID: 001607132 PROJECT: IM 0352(341) CONTRACT: 02133206 AWARD : $287,874.50 PROJECTED : $287,874.50 ADJ. PROJECTED : $290,726.58
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 03/06/2018 ESTIMATE PAID: AWARD DATE: 03/29/2018 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 83 CONTRACT ID: 003917196 PROJECT: BR 2018(635) CONTRACT: 03183013 AWARD : $1,104,702.01 PROJECTED : $1,131,702.01 ADJ. PROJECTED : $1,131,702.01 CONTRACT:
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 20 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
462,346.70 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 332 13 CONTRACT ID: 000514080 PROJECT: IM 0201(189) CONTRACT: 04153049 AWARD : $11,801,426.99 PROJECTED : $12,168,144.19 ADJ. PROJECTED :
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: IH 20 COUNTY: 05/08/2013 ESTIMATE PAID: AWARD DATE: 05/30/2013 ESTIMATE PERIOD:
455,691.25 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 542 59.00 CONTRACT ID: 000505102 PROJECT: DMO 2012(263) CONTRACT: 05133202 AWARD : 18,434,933.58 PROJECTED : 18,604,933.60 ADJ. PROJECTED
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 HIGHWAY: US 277 COUNTY: 08/09/2017 ESTIMATE PAID: AWARD DATE: 08/31/2017 ESTIMATE PERIOD:
20,521.28 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18-24.00 105 CONTRACT ID: 030001080 PROJECT: NH 1702(331) CONTRACT: 08173204 AWARD AMOUNT: $18,990,864.89 PROJECTED AMOUNT: $18,990,864.89 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
38,587.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 208 5.00 CONTRACT ID: 091800267 : STP 1702(453) CONTRACT: 07173236 AWARD : $1,699,468.03 ED : $1,727,168.03 ADJ. ED : $1,765,756.00 CONTRACT:
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 HIGHWAY: IH 10 COUNTY: 06/07/2016 ESTIMATE PAID: AWARD DATE: 07/13/2016 ESTIMATE PERIOD:
123,812.90 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 465 CONTRACT ID: 007207068 PROJECT: STP 1602(184)MM CONTRACT: 06163016 AWARD : $7,586,328.53 PROJECTED : $7,586,328.51 ADJ. PROJECTED : $7,710,141.41
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 HIGHWAY: 05/03/2016 ESTIMATE PAID: AWARD DATE: 05/26/2016 ESTIMATE PERIOD:
3,933,355.47 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 791 CONTRACT ID: 628572001 PROJECT: RMC - 628572001 CONTRACT: 05164007 AWARD AMOUNT: $20,967,966.00 PROJECTED AMOUNT: $20,970,966.00 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: FM 156 COUNTY: 11/03/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
140,750.73 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17-6.00 200 CONTRACT ID: 071801064 PROJECT: C 718-1-64 CONTRACT: 11153002 AWARD : $32,541,855.76 PROJECTED : $33,273,455.77 ADJ. PROJECTED :
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 31 COUNTY: 11/04/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
241,240.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 444 CONTRACT ID: 016211001 PROJECT: STP 1502(488) CONTRACT: 11153201 AWARD AMOUNT: $105,980,139.92 PROJECTED AMOUNT: $108,981,339.92 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/13 HIGHWAY: FM 157 COUNTY: 08/11/2009 ESTIMATE PAID: AWARD DATE: 08/27/2009 ESTIMATE PERIOD:
118,116.20 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/13 419 9 CONTRACT ID: 074704059 PROJECT: STP 2009(879)MM CONTRACT: 08093020 AWARD AMOUNT: $2,833,448.12 PROJECTED AMOUNT: $2,858,448.12 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: IH 10 COUNTY: 07/08/2015 ESTIMATE PAID: AWARD DATE: 07/30/2015 ESTIMATE PERIOD:
358,904.13 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 841 CONTRACT ID: 007207066 PROJECT: C 72-7-66 CONTRACT: 07153205 AWARD : $31,159,119.31 PROJECTED : $31,159,119.31 ADJ. PROJECTED : $31,518,023.44
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 06/06/2018 ESTIMATE PAID: AWARD DATE: 06/28/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 147 CONTRACT ID: 632428001 PROJECT: RMC - 632428001 CONTRACT: 06184221 AWARD AMOUNT: $359,81 PROJECTED AMOUNT: $359,818.00 ADJ. PROJECTED AMOUNT: $359,818.00
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: IH 10 COUNTY: 05/02/2017 ESTIMATE PAID: AWARD DATE: 05/25/2017 ESTIMATE PERIOD:
262,998.10 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 247 6.00 CONTRACT ID: 007207041 PROJECT: NH 2017(990) CONTRACT: 05173001 AWARD : 63,063,378.38 PROJECTED : 63,063,378.38 ADJ. PROJECTED :
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: COUNTY: 10/25/2015 ESTIMATE PAID: AWARD DATE: 11/01/2015 ESTIMATE PERIOD:
1,554,603.20 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 792 73 CONTRACT ID: 629050001 PROJECT: SUP - 629050001 CONTRACT: 10154031 AWARD AMOUNT: $1,697,780.64 PROJECTED AMOUNT: $1,697,780.64 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: FM 762 COUNTY: 01/05/2018 ESTIMATE PAID: AWARD DATE: 01/25/2018 ESTIMATE PERIOD:
220,119.27 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 124 CONTRACT ID: 054303067 PROJECT: STP 2018(416)MM CONTRACT: 01183201 AWARD AMOUNT: $30,289,272.41 PROJECTED AMOUNT: $31,279,648.40 ADJ.
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: US 290 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
5,047,590.65 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 617 289.00 CONTRACT ID: 005006086 PROJECT: NH 1502(184) CONTRACT: 05153002 AWARD AMOUNT: $36,840,375.34 PROJECTED AMOUNT: $37,065,377.33
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 10/05/2016 ESTIMATE PAID: AWARD DATE: 10/27/2016 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
389,480.02 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 294-4.00-17.00 CONTRACT ID: 050601105 PROJECT: NH 1602(416) CONTRACT: 10163002 AWARD : $13,863,443.80 PROJECTED : $14,081,920.80 ADJ. PROJECTED
More informationCONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 HIGHWAY: US 90 COUNTY: 05/06/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
231,995.19 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 579 6 CONTRACT ID: 002407058 PROJECT: NH 1502(164) CONTRACT: 05153203 AWARD : 22,716,470.32 PROJECTED : 22,716,470.31 ADJ. PROJECTED : 22,948,465.50
More information20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
More information10701 TRAFFIC CONTROL 1.00 LUMP SUM $4, $4, $ $4, $4, %
ACCOUNT NO. 10154-403-172 ACCOUNT NO. 10154-403-174 ACCOUNT NO. 11712-84-174-84600 ACCOUNT NO. 10154-403-172 10701 TRAFFIC CONTROL 1.00 LUMP SUM $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00
More information20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
More informationAddendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address
CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.com Date: 11/6/17 RFB No: 2017-066 Commodity: Sidewalk Improvement Plans Closing
More informationFranklin County Engineer's Office - Highway Design Dublin Road And Fishinger Road Improvements Rebid Bid Tabulation
2/20/2015 Page 1 of 16 Strawser Paving Co., Inc. Double Z Construction Co Decker Construction Company Shelly & Sands, Inc. 1595 Frank Road 2550 Harrison Road 3040 McKinley Avenue P.O.Box 2469 Columbus,
More informationNew Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS
PAGE : 421-1 CONTRACT TIME : 12/15/12 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 100% STATE MAINTENANCE ROADWAY REPAIR CONTRACT CENTRAL, CONTRACT NO. C204, DP 11421 ROUTES US 1 NB & SB, 18 NB
More information12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC
PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE
More informationDOCUMENTATION WORKBOOK FY 2018
DOCUMENTATION WORKBOOK SPECIFIC TASK TRAINING PROGRAM Conducted by the ILLINOIS CENTER FOR TRANSPORTATION (ICT) AND IDOT BUREAU OF CONSTRUCTION FY 2018 WORKBOOK TABLE OF CONTENTS Workbook Page 1... Maximum
More informationExhibit "A" Date: 1/27/2011
Exhibit "A" Date: 1/27/2011 To: Bentley Communities Contact: Doug Knox Address: 1595 Paoli Pike Phone: 610-430-3700 West Chester, PA 19380 Fax: 610-430-3228 Project Name: Culbertson Village (Eastern Quadrent)(Phase
More informationMaterials. Use materials meeting the following.
208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting
More informationB805 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES - OPSS 805
B805 MEASURES - OPSS 805 805.1 GENERAL Construction activities frequently remove protective cover and expose soil to accelerated rates of erosion. Sediments generated thereby can be conveyed via runoff
More informationSAN ANTONIO WATER SYSTEM
G:\TXC\Projects\SAWS\SAWS - Glad\03_CADD\01_Sheets\Glad_Water\01_Sheets\1 GLAD WATR CVR.dwg Sep 13, 2017-1:44pm acalderon SAN ANTONIO WATER SYSTEM SAWS WATER JOB NO. 17-5025 2017 SMP GLAD FROM PIEDMONT
More informationFranklin County Engineer's Office Riggins Road Extension Avery To Wilcox Bid Tabulation
5/09/2016 Page 1 of 50 George J. Igel Co., Inc. Trucco Construction Co., Inc. Shelly & Sands, Inc. Elite Excavating Co. Of Ohio, Inc. 2040 Alum Creek Dr 3531 Airport Rd P.O.Box 2469 4500 Snodgrass Road
More informationDESIGN BULLETIN No. 39/2006 (Revised June 2007) June 2007 Amendment to Design Bulletin #39/2006
Design Bulletin 39 - Revised Tender Submission Requirements DESIGN BULLETIN No. 39/2006 (Revised June 2007) TENDER SUBMISSION REQUIREMENTS June 2007 Amendment to Design Bulletin #39/2006 This amendment
More informationSpecifications Whitcomb Elementary School Demolition January 15, 2016
SECTION 31 2500 - EROSION CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. The provisions of the Contract Documents apply to the work of this Section. B. The Virginia Erosion and Sediment Control Handbook,
More informationAPPENDIX B WORKSHEETS & EXHIBITS
APPENDIX B WORKSHEETS & EXHIBITS A worksheet provides the designer a representation of a measure that allows for input of specific design criteria. The plan designer will be required to assess field conditions
More informationProvide sediment tubes for ditch check and Type A inlet structure filter applications that meet the minimum performance requirements of Table 1.
Supplemental Technical Specification for SEDIMENT TUBES SCDOT Designation: SC-M-815-1 (03/08) 1.0 Sediment Tubes This Supplemental Specification replaces sections 815.1.1.2, 815.2.3, 815.4.5, 815.5, and
More informationTABULATION OF TENDERS
SECTION 1: Bridge Construction (Structure) ste) ROAD NO: 75 SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M. D. Steele Construction Ltd. 6,878,000.00 6,878,000.00 Gateway Construction & Engineering
More informationCITY OF CAPE CORAL STORMWATER MASTER PLAN PHASE II - PART 1 BASINS 4, 10, & 14 SUB-BASIN DRAINAGE IMPROVEMENTS HYDRAULIC ANALYSIS SUMMARY
CITY OF CAPE CORAL STORMWATER MASTER PLAN PHASE II - PART 1 BASINS 4, 10, & 14 SUB-BASIN DRAINAGE IMPROVEMENTS HYDRAULIC ANALYSIS SUMMARY Cape Coral, FL Prepared for: The City of Cape Coral Public Works
More informationRock & Aggregate Drop Inlet Protection
Rock & Aggregate Drop Inlet Protection SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils Type 3 System Supplementary Trap Dispersive Soils
More informationROCK EXCAVATION (GRADING) OPSS 206 INDEX
206-2 - OPSS 206 INDEX 206-2.1 GENERAL 206-2.1.1 Classification of Rock Materials 206-2.1.2 Tender Items 206-2.1.3 Other Excavation Tender Items 206-2.1.4 Specifications 206-2.1.5 Special Provisions 206-2.1.6
More informationCONSTRUCTION EXIT SEDIMENT BARRIER
241428_itizen ield Guide_v3 2/22/06 11:09 M Page 1 (1,1) ONSTRUTION EXIT stone pad located where traffic leaves a construction site to eliminate the transport of soil to public streets. SEDIMENT BRRIER
More informationAverage Bid Prices for Awarded Contracts Page 1 State Aid Projects Not Included 1/1/2016 to 12/31/2016
Average Bid Prices for Awarded s Page 1 Number Description Units Quantity Dollars (000S) Average Price 2011 2011601/00003 CONSTRUCTION SURVEYING LS 28.00 1241.85 $44,351.96 28 2011 2011601/00010 VIBRATION
More informationCritchfield Rd / SR-129
NOVEMBER 27, 2017 Critchfield Rd / SR-129 Intersection Safety Study Alternatives Report CRITCHFIELD INTERSECTION SAFETY STUDY Contents Introduction...1 Purpose...2 Existing Conditions...2 Proposed Alternatives...2
More informationProject T Dinkel Construction II, LLC. Construction. Brian Thompson Karl Brewer Chuck Cool Armando Tinajero Joshua Mattox
Compare Responses Event #: 1702 Status: Pending award Event Name: Curb Replacement Project T 841046.05 Number Of s: 7 Fit Excavating Quality Built Construction Dinkel Construction II, LLC Concrete Solutions,LLC
More informationNRCS - THUNDER ROAD #2, TRIBUTARY TO QUILEUTE RIVER CULVERT REMOVAL AND REPLACEMENT PLAN CLALLAM COUNTY, WA., WRIA: 20, SITE:
WDFW CONTROL POINT #1 Re-Bar, Elevation 100.00 Northing 10004.441 Easting 8002.5905 WDFW CONTROL POINT #2 Re-Bar, Elevation 101.36 Northing 10031.6683 Easting 846.0623 WDFW TBM #1 Spike in Tree Elevation
More informationSelected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University
Selected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University The BMP worked fine until last week when it rained! Turbidity Best Management Practices
More informationFOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP
AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP 716.1 Description. This work shall consist of furnishing, installing, maintaining, and removing temporary erosion protection and sediment
More information**Temporary Erosion Control**
Construction operations And methods **Temporary Erosion Control** The test will more than likely just have a basic word problem dealing with Erosion control, if it has anything on the test. So just review,
More informationAppendix C Benchmarking Cost Estimates
REPORT Appendix C Benchmarking Cost Estimates C-1 Table C-1 Permits, Notifications & Location Services Notes: Costs associated with delays in construction have not been included in this estimate OneCall
More informationAgenda. INDOT Office of Environmental Services. Describe Results of FHWA QAR. Landscape and Waterway Permitting Unit. Interviews Site Inspections
Nathan Saxe Administrator, Ecology and Waterway Permitting Section Back to Basics: Erosion and Sediment Control FHWA INDOT Quality Assurance Review (QAR) Results 1 Agenda INDOT Office of Environmental
More informationCulvert and Pipe Phasing
Culvert and Pipe Phasing Barney Blackburn, PE, CPESC, CPSWQ NCDOT Roadside Environmental Unit Soil & Water Engineering Section Supervisor NCDOT Culvert Phasing Process Hydraulics Unit: Culvert Survey Report
More informationFIG. A1 TODDY THOMAS SCHOOL - NORTH SAFE ROUTES TO SCHOOL CONCEPTUAL LAYOUT CITY OF FORTUNA TODDY THOMAS SCHOOL - NORTH GENERAL NOTES KEYNOTES
GENERAL NOTES. NEW & RELOCATED ROADWAY SIGNS NOT SHOWN FOR CLARITY BUT, ARE INCLUDING IN CONCEPTUAL DESIGN COST ESTIMATE. KEYNOTES E X I S T I N G D E V E L O P M E N T. NEW 5' WIDE CONCRETE SIDEWALK.
More informationDISTRICT ATLANTA 3004 BOWIE US STP 2012(053) $ 4,495, NO AWARD
HIGHWAY AND TRANSPORTATION ENHANCEMENT BUILDING CONSTRUCTION CONTRACTS PAGE 1 DISTRICT ATLANTA 3004 BOWIE US 67 0010-11-068 STP 2012(053) 110.500 $ 4,495,000.00 5-12.80 NO AWARD CONTRACTOR: CLARK CONSTRUCTION
More informationAPPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION
APPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION This Appendix presents design criteria and example calculations for the following temporary water quality BMPs for use
More informationOrica Australia Pty Ltd Ammonium Nitrate Facility Upgrade
Orica Australia Pty Ltd Ammonium Nitrate Facility Upgrade January 2010 Revision 0 Contents 1. Introduction 1 1.1 Purpose 1 1.2 Objectives 1 1.3 Relevant Environmental Legislation, Guidelines and Policies
More informationTrinity Construction S. Main St. #250 Aurora, CO (720) LAKEWOOD, CO 80226
1 Insured: Property: SHANE KATZ 198 S. HOLLAND ST. LAKEWOOD, CO 80226 Estimator: James Mosel Business: (720) 456-8329 Business: E-mail: james@trinityconstructionserv Aurora, CO 80017 ices.com Claim Number:
More informationNORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES
Page 1 of 5 NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES 1. GENERAL Install, maintain and remove appropriate Temporary Best Management
More information401 PLANTMIX BITUMINOUS PAVEMENTS GENERAL Rev. June 10, 2004 401.03.16 SURFACING MISCELLANEOUS AREAS: Surfacing of road approaches and connections, street intersection areas, frontage roads, island areas,
More informationSediment Trap. A temporary runoff containment area, which promotes sedimentation prior to discharge of the runoff through a stabilized spillway.
Sediment Trap SC-15 Source: Caltrans Construction Site Best Management Practices Manual, 2003. Description A temporary runoff containment area, which promotes sedimentation prior to discharge of the runoff
More informationU.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate
Print Date Tue 29 December 2015 Eff. Date 10/1/2015 U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate Time 13:18:11 Title Page Estimated by AECOM
More informationBRANDON LAKES AVENUE PRE AND POST CONDITIONS DRAINAGE REPORT
BRANDON LAKES AVENUE PRE AND POST CONDITIONS DRAINAGE REPORT Hillsborough County Public Works County Center, 22nd Floor 601 E. Kennedy Blvd. Tampa, FL 33602 BRANDON LAKES AVENUE DRAINAGE IMPROVEMENTS Capital
More informationNRCS - THUNDER ROAD #3, TRIBUTARY TO QUILEUTE RIVER CULVERT REMOVAL AND REPLACEMENT PLAN CLALLAM COUNTY, WA., WRIA: 20, SITE:
WDFW CONTROL POINT #1 Re-Bar, Elevation Northing 10004.441 Easting 8002.5905 WDFW CONTROL POINT #2 Re-Bar, Elevation 101.36 Northing 10031.6683 Easting 846.0623 Spike in Tree Elevation = 102.95 Elevation
More informationColorado Department of Transportation Structure Inspection and Inventory Report (English Units)
10/23/2017 Header Information Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Bridge Name: D-02-PR-030A Inspection Date: 12/2/2015 Sufficiency Rating: Inspection
More informationBob Rettig Construction and Consulting
1 Client: Sample A, Code Home: (714) 345-4265 Property: Main St. Anytown, Ca. 90000 Operator Info: Operator: JOE Estimator: 2 Company: Bob Rettig Construction Consulting Business: 30262 Crown Valley Parkway,
More informationCCR Rule Annual Inspection Report (cont.) 2
The inspection findings consisted of maintenance items and items that were not observed to be signs or potential signs of significant structural weakness. No deficiencies or disrupting conditions that
More informationSummary of Bids Received For
Summary of Bids Received For Mt. Carmel Road, Vicbarb Lane & Apple Blossom Lane Local Sewer MSD ID: 10370045 Firm Name Bid Total $ $1,074,100.00 Howell Contractors Inc. $1,083,694.00 Sunesis Construction
More informationPrint Date Wed 16 January 2013 U.S. Army Corps of Engineers Time 07:48:43. Cost Estimate Report
Cost Estimate Report Title Page Plan J. without trails Springfield, Missouri Flood Risk Management Feasibility Study Class 4 Cost Estimate P2 Number 354082 Estimated by Designed by Prepared by Cost Engineering
More informationSTREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1. DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT
STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1 DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT Prepared by: PAULUS, SOKOLOWSKI & SARTOR STORMWATER MANAGEMENT 1. Methodology
More information9/12/2014 O V E RV I E W
K E E P I N G T H E N E W M I S S I O N R E AC H C L E A N T R A S H & F L O ATA B L E S B M P S T U D Y Russell Persyn, P.E., Ph.D. (SARA) Cris Parker, P.E., CFM (HDR) September 4, 2014 O V E RV I E W»
More informationTENDER NO TABULATION OF TENDERS INFRASTRUCTURE AND TRANSPORTATION SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL
SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M.D. Steele Construction Ltd. 886,000.00 886,000.00 Gateway Construction & Engineering Ltd. 973,368.80 973,368.80 Graham Construction and Engineering Inc.
More informationWelcome to the Business Owner Task Force. Selma Stockstill SouthGate Constructors Public Information Manager
Welcome to the Business Owner Task Force Selma Stockstill SouthGate Constructors Public Information Manager Interim Project Limits SH 183 SH 121 to IH 35E SH 114 International Parkway to SH 183 Loop 12
More informationSample Snow Services Proposal Alle Rorie 7157 E Kemper Rd Cincinnati, OH Phone: (800)
Sample Snow Services Proposal Alle Rorie 7157 E Kemper Rd Cincinnati, OH 45249 Phone: (800) 280-5153 Email: goisales@gisdynamics.com Service Address Corporate America Jim Smith 1 Corporate Way Cincinnati,
More informationOC Public Works El Niño Storm Preparation 2015
OC Public Works El Niño Storm Preparation 2015 December 8, 2015 Overview About OC Public Works Storm Preparation Pre-Storm During Storm Post-Storm Storm Preparation Canyon and Burn Areas County Department
More informationWellsgate Terrace SPECIFICATIONS.
GRADING NOTES: 1. LOT GRADING SHALL BE COMPLETED TO PROVE SUFFICIENT DIRT ON EACH PAD TO ACHIEVE THE CRITICAL PAD GRADES AND SPOT GRADES ON EACH LOT. AFTER ACHIEVING CRITICAL PAD GRADES INDICATED ON THIS
More informationCity of Saginaw Right of Way Division Snow and Ice Removal Policy January 18, 2016
Snow and Ice Removal Policy January 18, 2016 It is the policy of the to provide snowplowing and ice removal services in order to: Provide safe traveling conditions for motorists and pedestrians Assist
More informationAmistad Dam Investigation and Oversight: Karst- Founded Dam on the USA-Mexico Border
Amistad Dam Investigation and Oversight: Karst- Founded Dam on the USA-Mexico Border Brook Brosi, CPG, PG USACE Lisa Nowicki Perks, PG USACE Kimberly Heenan, PE AECOM US Army Corps of Engineers BUILDING
More informationADDENDA #1 CONTRACT # C May 3, 2013 Page 1 of 1
State of California Natural Resources Agency Edmund G. Brown Jr., Governor DEPARTMENT OF PARKS AND RECREATION Major General Anthony L. Jackson, USMC (Ret), Director ADDENDA #1 CONTRACT # C1247040 May 3,
More informationADDENDUM NO. 3 SEWER CLEANING AND TELEVISING PROGRAM CITY OF HOWELL LIVINGSTON COUNTY, MICHIGAN. ONLINE ONLY
D W Mh Ny MD Fh Kh D MCk J B VDCk R N Ax Mh C MD J F B Ch E H D M M Gy J T R L F W R D D J B Rb F DF Th D LC Ab P Mkh Thy H S Th G Mxw Mh J Gz C L H-Sk By W Sh Ky M Sk J M Gh T J Sh A A U S C M A C Mh
More information[1] Performance of the sediment trap depends on the type of outlet structure and the settling pond surface area.
Sediment Trench SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils Type 3 System [1] Supplementary Trap Dispersive Soils [1] Performance of
More informationHydrology Study Report
Hafeez Consulting www.hafeezconsulting.com Civil/ Structural Engineering, Design & Construction 1451 S. Hacienda St. Anaheim CA 92804 (714) 225-4565 Fax (714)917-2977 engineer@hafeezconsulting.com Hydrology
More informationRapid Response Team, LLC
1 Insured: Cordero, Esther Home: (407) 433-6956 Property: 602 Green Dr. Kissimmee, FL 34759 Claim Rep.: Taye Garnett Business: (561) 988-9170 x 3612 Position: Claims Adjuster E-mail: tgarnett@peoplestrustinsurance.
More informationAPPENDIX A: EROSION & SEDIMENT CONTROL FORMS
APPENDIX A: EROSION & SEDIMENT CONTROL FORMS Croy Engineering # 1580.08 EROSION & SEDIMENT CONTROL FORMS Appendix-1 This page intentionally left blank. Croy Engineering # 1580.08 EROSION & SEDIMENT CONTROL
More informationTRAFFIC ALERT FOR WEEK OF February 4 8, 2008
TRAFFIC ALERT FOR WEEK OF February 4 8, 2008 Highway work zones in the Staunton District The following is a list of highway work that might affect traffic in the Staunton transportation district during
More informationModule 5: Channel and Slope Protection Example Assignments
Module 5: Channel and Slope Protection Example Assignments A) Example Project Assignment on Slope and Swale Design North America Green Software Example (Erosion Control Materials Design Software) The following
More informationTCHARTIERS TOWNSHIP BOARD OF SUPERVISORS SPECIAL MEETING March 11, :30 p.m. Allison Hollow Road Reconstruction Project
TCHARTIERS TOWNSHIP BOARD OF SUPERVISORS SPECIAL MEETING March 11, 2014 5:30 p.m. Allison Hollow Road Reconstruction Project A. William Kiehl called the Special Meeting of Tuesday March 11, 2014, at 5:30
More informationBlack Gore Creek 2013 Sediment Source Monitoring and TMDL Sediment Budget
Black Gore Creek 2013 Sediment Source Monitoring and TMDL Sediment Budget Prepared for: Prepared By: - I. Introduction The Black Gore Creek Total Maximum Daily Load (TMDL) was developed in collaboration
More informationX X X X X X X X. Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist
Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist Name of Permittee: Rock Koshkonong Lake District (RKLD) Construction Site (Project) Name: Lake Koshkonong
More informationLimited Visual Dam Safety Inspections OA Oahu Reservoir No Oahu, Hawaii
Limited Visual Dam Safety Inspections OA00137 Oahu Reservoir No. 155 Oahu, Hawaii Prepared by: U.S. ARMY CORPS OF ENGINEERS HONOLULU DISTRICT STATE OF HAWAII DEPARTMENT OF LAND AND NATURAL RESOURCES May
More informationLarge-Scale Sediment Retention Device Testing (ASTM D 7351) SedCatch Sediment Basket Inlet Filter Exposed to 6% Sediment Load
Large-Scale Sediment Retention Device Testing (ASTM D 7351) of SedCatch Sediment Basket Inlet Filter Exposed to 6% Sediment Load February 2010 Submitted to: SedCatch Environmental Products 8380 Point O
More informationSNOW AND ICE CONTROL GUIDELINES
SNOW AND ICE CONTROL GUIDELINES 2017-2018 I. PERSONNEL All Department of Public Works and Parks and Recreation personnel shall be available for snow and ice control operations. The City may also utilize
More information