Project Book Worksheet for Cost Estimation
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- Paulina French
- 5 years ago
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1 MOBILIZATION LS $34, /17/ INCIDENTAL LS $23, /17/ CONSTRUCTION STAKING LS $10, /9/ REESTABLISH PROPERTY CORNERS EA $ /9/ RAILROAD INSURANCE EA $ /8/2011 A01.01 CLEARING & GRUBBING, TREES EA $ /27/2012 A03.01 CLEARING & GRUBBING LS $3, /9/2013 B01.01 REMOVE SANITARY SEWER MAIN LF $ /9/2013 B01.02 REMOVE SEWER SERVICE LINE LF $ /9/2013 B01.03 REMOVE MANHOLE EA $ /9/2013 B01.05 REMOVE & RESET MANHOLE EA $1, /14/2012 B02.01 REMOVE WATER MAIN LF $ /9/2013 B02.02 REMOVE & SALVAGE FIRE HYDRANT & AUX VALVE EA $ /26/2013 B02.03 REMOVE & SALVAGE FIRE HYDRANT, VALVE AND BOX EA $ /9/2013 B02.05 REMOVE CURB STOP AND BOX EA $ /9/2013 B03.01 REMOVE STORM SEWER MAIN LF $ /9/2013 B03.03 REMOVE & DISPOSE OF CMP EA $ /28/2012 B03.04 REMOVE END SECTION EA $ /8/2011 B03.05 REMOVE & SALVAGE END SECTION EA $ /14/2012 B03.06 REMOVE CONCRETE JUNCTION BOX EA $ /9/2013 B03.08 REMOVE TYPE "B" INLET EA $ /9/2013 B03.09 REMOVE TYPE "E" INLET EA $ /9/2013 B03.10 REMOVE AREA INLET EA $ /9/2013 B04.02 REMOVE CONTAMINATED SOIL CY $ /9/2013 B04.03 REMOVE CONTAMINATED WATER GAL $ /9/2013 B04.04 REMOVE RUBBLE CY $ /31/2012 B04.05 REMOVE SILT FENCE LF $ /9/2013 B05.01 REMOVE GRAVEL SURFACING SY $ /8/2011 B05.02 SAWING, ASPHALT PAVEMENT LF $ /17/2039 B05.03 SAWING, CONCRETE PAVEMENT / CURB & GUTTER LF $ /26/2011 B05.05 EDGE MILL & REMOVE AC PAVEMENT, 2" TO 0" SY $ /8/2012 B05.06 MILL & REMOVE AC PAVEMENT, 2" SY $ /28/2012 B05.07 MILL & REMOVE AC PAVEMENT, FULL DEPTH T $ /14/2012 B05.10 REMOVE AC PAVEMENT SY $ /9/2013 B05.11 REMOVE AC FROM PCC PAVEMENT SY $ /8/2012 B05.12 REMOVE PCC PAVEMENT WITH AC OVERLAY SY $ /9/2013 B05.13 REMOVE PCC PAVEMENT SY $ /25/2012 B05.14 REMOVE PCC APPROACH PAVEMENT SY $ /27/2012 B05.15 REMOVE PCC DRIVEWAY PAVEMENT SY $ /9/2013 B05.17 REMOVE PCC PANEL SY $ /9/2013 B05.18 REMOVE CONCRETE CURB & GUTTER LF $ /9/2013 B05.20 REMOVE CONCRETE DRAIN PAIN EA $ /27/2012 B05.21 REMOVE CONCRETE FILLET EA $ /11/2019 B05.22 REMOVE CONCRETE FILLET & PAN EA $ /8/2011 B05.24 REMOVE MEDIAN DRAIN EA $ /8/2011 B05.25 REMOVE PCC SIDEWALK SF $ /9/2013 B05.26 REMOVE PCC SIDEWALK SY $ /11/2012 B05.27 REMOVE RETAINING WALL LF $ /9/2013 B05.32 REMOVE & REPLACE CONCRETE CURB & GUTTER LF $ /8/2011 B05.35 REMOVE & REPLACE CONCRETE FILLET SY $ /26/2011 B05.37 REMOVE & REPLACE PCC SIDEWALK SF $ /26/2011 B06.01 REMOVE FENCE LF $ /14/2012 B06.02 REMOVE & SALVAGE FENCE LF $ /31/2012 B06.03 REMOVE & RESET FENCE LF $ /31/2012 B06.06 REMOVE & RESET MAILBOX EA $ /10/2012 B06.08 REMOVE TREE EA $ /26/2013 B07.02 REMOVE LIGHT POLE FOOTING EA $ /26/2011 B08.01 REMOVE PAVEMENT MARKING, STRIPES LF $ /10/2012 B08.04 REMOVE & RESET SIGN EA $ /27/2012 B08.05 REMOVE & SALVAGE SIGN EA $ /9/2013 4/20/2018, Page 1
2 C01.01 AASHTO T-180 SOIL TEST EA $ /9/2013 C02.01 EXCAVATION, UNCLASSIFIED CY $1, /9/2013 C02.02 EXCAVATION, UNCLASSIFIED-DIGOUTS W/NATIVE MATERIAL CY $ /17/2039 C02.03 EXCAVATION, UNCLASSIFIED-DIGOUTS W/SUGAR ROCK T $ /18/2012 C02.04 EXCAVATION, UNCLASSIFIED-DIGOUTS W/TYPE 4 ROCK T $ /31/2012 C02.06 EXCAVATION, ROCK (GRADING) CY $ /9/2013 C02.09 EXCAVATION, UNDERCUT CY $ /9/2013 C02.10 EXCAVATION, EXPLORATORY HR $ /15/2011 C02.11 EXCAVATION, EXPLORATORY EA $1, /31/2012 C03.01 IMPORTED BACKFILL MATERIAL (GRADING) CY $ /14/2011 C03.02 EMBANKMENT/COMPACTED FILL CY $ /28/2012 C03.03 CONTROLLED LOW STRENGTH BACKFILL MATERIAL (GRADING) CY $ /10/2012 C07.01 TOPSOIL, FURNISH & PLACE CY $ /9/2013 C07.02 TOPSOIL, PLACE CY $ /9/2013 C07.03 TOPSOIL, SALVAGE CY $ /9/2013 C07.05 SODDING SY $ /26/2013 C07.07 CO-COMPOST T $ /10/2012 C07.08 TOPSOIL & COMPOST MIXTURE, FURNISH & PLACE CY $ /28/2012 C08.02 SEEDING & FERTILIZING SY $ /26/2011 C08.03 SEEDING, FERTILIZING, & MULCHING SY $ /26/2013 C08.04 SEEDING, FERTILIZING, MULCHING, & IRRIGATION C4 SY $ /31/2012 C " UNDERDRAIN LINE LF $ /9/2013 C " UNDERDRAIN LINE CLEANOUT / VENT EA $ /9/2013 D01.01 EXCAVATION, ROCK (TRENCH) CY $ /13/2012 D01.02 EXCAVATION, CONTAMINATED (TRENCH) T $ /27/2012 D01.03 COMMON UTILITY TRENCH LF $ /8/2011 D03.01 CONTAMINATED WATER (TRENCH) MGAL $ /27/2012 D " 14 G STEEL PIPE CASING LF $ /26/2011 D06.01 SEWER MAIN CONCRETE ENCASEMENT EA $ /27/2012 D06.02 WATER MAIN CONCRETE ENCASEMENT EA $ /9/2013 D07.01 SEWER AND WATER MAIN INSULATION SF $ /9/2013 D08.01 CONTROLLED LOW STRENGTH BACKFILL MATERIAL (TRENCH) CY $ /9/2013 D08.02 IMPORTED BACKFILL MATERIAL (TRENCH) CY $ /9/2013 D09.01 TYPE I BEDDING MATERIAL T $ /9/2013 D09.02 TYPE II BEDDING MATERIAL T $ /26/2013 D10.01 TYPE II FOUNDATION MATERIAL T $ /9/2013 D10.02 TYPE III FOUNDATION MATERIAL T $ /11/2012 D10.03 TYPE IV FOUNDATION MATERIAL T $ /31/2012 E " PVC SEWER MAIN ( 0'- 6') LF $ /14/2012 E " PVC SEWER MAIN ( 6'- 8') LF $ /27/2012 E " PVC SEWER MAIN ( 8'-10') LF $ /26/2013 E " PVC SEWER MAIN (10'-12') LF $ /9/2013 E " PVC SEWER MAIN (12'-14') LF $ /14/2012 E " PVC SEWER MAIN (14'-16') LF $ /14/2012 E " PVC SEWER MAIN (16'-18') LF $ /14/2012 E " PVC SEWER MAIN ( 8'-10') LF $ /27/2012 E " PVC SEWER MAIN (10'-12') LF $ /9/2013 E " PVC SEWER MAIN ( 0'- 6') LF $ /27/2012 E " PVC SEWER MAIN ( 8'-10') LF $ /27/2012 E " PVC SEWER MAIN (10'-12') LF $ /27/2012 E " PVC SEWER MAIN (12'-14') LF $ /14/2012 E " PVC SEWER MAIN (14'-16') LF $ /14/2012 E " PVC SEWER MAIN (16'-18') LF $ /14/2012 E " PVC SEWER MAIN (18'-20') LF $ /14/2012 E " PVC SEWER SERVICE LINE LF $ /9/2013 E " PVC SEWER SERVICE LINE LF $ /15/2011 E " PVC SEWER SERVICE LINE LF $ /13/2012 E15.01 STANDARD MANHOLE, 48" EA $2, /9/2013 E15.02 STANDARD MANHOLE, 60" EA $4, /27/2012 E17.01 TERMINATION MANHOLE, 48" EA $2, /26/2013 4/20/2018, Page 2
3 E18.01 DROP MANHOLE, 48" EA $3, /14/2012 E18.02 DROP MANHOLE, 60" EA $4, /15/2011 E19.01 EXTRA MANHOLE DEPTH, 48" VF $ /9/2013 E19.02 EXTRA MANHOLE DEPTH, 60" VF $ /27/2012 E " PVC SEWER CLEANOUT EA $ /9/2013 E " PVC SEWER CLEANOUT EA $ /15/2011 E23.03 ABANDON MANHOLE EA $ /27/2012 E24.02 CONNECT TO EXISTING SEWER MAIN EA $ /9/2013 E24.03 CONNECT NEW SEWER SERVICE EA $ /14/2012 E24.04 RECONNECT SEWER SERVICE EA $ /9/2013 E24.05 CONNECT TO EXISTING MANHOLE EA $ /10/2012 E27.01 ADJUST MANHOLE RING & COVER EA $ /17/2039 E27.03 RESHAPE MANHOLE INVERT EA $ /10/2012 E28.01 BYPASS PUMPING LS $11, /9/2013 F " PVC WATER MAIN C-900, CLASS 150 LF $ /9/2013 F " PVC WATER MAIN C-900, CLASS 150 LF $ /9/2013 F " PVC WATER MAIN C-900, CLASS 150, CERTA LOK LF $ /25/2012 F " PVC WATER MAIN C-900, CLASS 150 LF $ /9/2013 F " PVC WATER MAIN C-905, DR 25 LF $ /10/2012 F " PVC WATER MAIN C-905, DR 25 LF $ /15/2011 F " PVC WATER MAIN C-905, DR 25 (EXCEPTION REQUIRED) LF $ /15/2011 F " 45 DEGREE BEND EA $ /9/2013 F " 45 DEGREE BEND EA $ /9/2013 F " 90 DEGREE BEND EA $ /9/2013 F " DEGREE BEND EA $ /25/2012 F " 22.5 DEGREE BEND EA $ /25/2012 F " 45 DEGREE BEND EA $ /9/2013 F " 90 DEGREE BEND EA $ /9/2013 F " DEGREE BEND EA $ /9/2013 F " 22.5 DEGREE BEND EA $ /9/2013 F " 45 DEGREE BEND EA $ /9/2013 F " DEGREE BEND EA $1, /31/2012 F " 22.5 DEGREE BEND EA $1, /31/2012 F " 45 DEGREE BEND EA $1, /31/2012 F " 90 DEGREE BEND EA $1, /31/2012 F " X 8" CROSS EA $ /26/2013 F " X 12" CROSS EA $1, /9/2013 F " X 12" CROSS EA $2, /15/2011 F " X 16" CROSS EA $2, /31/2012 F " X 16" CROSS EA $3, /15/2011 F " STANDARD COUPLING EA $ /26/2011 F " STANDARD COUPLING EA $ /15/2011 F " STANDARD COUPLING EA $1, /15/2011 F " STANDARD COUPLING EA $1, /15/2011 F " TRANSITIONAL COUPLING EA $ /31/2012 F " HIGH DEFLECTION COUPLING EA $ /8/2012 F " HIGH DEFLECTION COUPLING EA $ /26/2013 F " HIGH DEFLECTION COUPLING EA $ /31/2012 F " MJ PLUG EA $ /13/2012 F " MJ PLUG EA $ /9/2013 F " MJ PLUG EA $ /9/2013 F " MJ PLUG EA $ /8/2012 F " MJ PLUG EA $ /31/2012 F " X 4" REDUCER EA $ /13/2012 F " X 6" REDUCER EA $ /9/2013 F " X 6" REDUCER EA $ /15/2011 F " X 8" REDUCER EA $ /9/2013 F " X 6" REDUCER EA $ /15/2011 F " X 8" REDUCER EA $1, /15/2011 F " X 12" REDUCER EA $ /31/2012 4/20/2018, Page 3
4 F " X 16" REDUCER EA $5, /15/2011 F " X 6" X 6" TEE EA $ /9/2013 F " X 8" X 4" TEE EA $ /15/2011 F " X 8" X 6" TEE EA $ /9/2013 F " X 8" X 8" TEE EA $ /25/2012 F " X 12" X 4" TEE EA $ /9/2013 F " X 12" X 6" TEE EA $ /9/2013 F " X 12" X 8" TEE EA $ /9/2013 F " X 12" X 12" TEE EA $1, /9/2013 F " X 14" X 6" TEE EA $1, /10/2012 F " X 16" X 6" TEE EA $1, /31/2012 F " X 16" X 8" TEE EA $1, /8/2012 F " X 16" X 12" TEE EA $1, /31/2012 F " X 16" X 16" TEE EA $2, /15/2011 F " X 20" X 6" TEE EA $2, /15/2011 F " X 20" X 12" TEE EA $2, /15/2011 F " X 6" X 4" TAPPING TEE EA $2, /8/2011 F " X 6" X 6" TAPPING TEE EA $2, /11/2012 F " X 8" X 8" TAPPING TEE EA $3, /25/2012 F " X 18" X 12" TAPPING TEE EA $14, /8/2012 F " X 20" X 12" TAPPING TEE EA $8, /9/2013 F " GATE VALVE W/ BOX EA $ /9/2013 F " GATE VALVE W/ BOX EA $1, /9/2013 F " GATE VALVE W/ BOX EA $1, /9/2013 F " GATE VALVE W/BOX EA $2, /9/2013 F " GATE VALVE W/BOX EA $6, /10/2012 F " GATE VALVE W/BOX EA $7, /8/2012 F17.01 FIRE HYDRANT W/AUX VALVE, BOX & LEAD EA $4, /9/2013 F18.01 FIRE HYDRANT PROTECTION BOLLARDS EA $ /8/2012 F19.01 FIRE HYDRANT EXTENSION, 6" (EXCEPTION REQUIRED) EA $ /11/2012 F " COPPER SERVICE LF $ /9/2013 F " COPPER SERVICE LF $ /9/2013 F " COPPER SERVICE LF $ /9/2013 F " PVC WATER SERVICE LF $ /9/2013 F " TAPPING SADDLE EA $ /9/2013 F " TAPPING SADDLE & CORP STOP EA $ /9/2013 F " TAPPING SADDLE & CORP STOP EA $ /9/2013 F " CURB STOP & BOX EA $ /9/2013 F " CURB STOP & BOX EA $ /9/2013 F " CURB STOP & BOX EA $ /9/2013 F25.01 ABANDON WATER MAIN EA $28, /10/2011 F25.03 ABANDON VALVE BOX EA $ /9/2013 F26.01 CONNECT TO EXISTING WATER MAIN EA $1, /9/2013 F26.02 CONNECT NEW WATER SERVICE EA $ /8/2012 F26.03 RECONNECT WATER SERVICE EA $ /9/2013 F " WATER MAIN LOWERING EA $14, /28/2012 F28.03 ADJUST WATER VALVE EA $ /28/2012 F33.01 CATHODIC CONTROL TEST STATION EA $ /9/2013 F33.03 CATHODIC CONTROL ANODE, 18 LB - ZINC EA $2, /9/2013 G " RCP, CLASS II LF $ /8/2011 G " RCP, CLASS III LF $ /9/2013 G " RCP, CLASS II LF $ /8/2011 G " RCP, CLASS III LF $ /9/2013 G " RCP, CLASS II LF $ /8/2011 G " RCP, CLASS III LF $ /9/2013 G " RCP, CLASS II LF $ /26/2011 G " RCP, CLASS II LF $ /8/2011 G " RCP, CLASS II LF $ /26/2011 G " RCP, CLASS III, O-RING GASKETED LF $ /9/2013 G " RCP, CLASS III, O-RING GASKETED LF $ /9/2013 4/20/2018, Page 4
5 G " RCP FLARED END EA $ /8/2011 G " RCP FLARED END EA $ /28/2012 G " RCP FLARED END EA $ /8/2011 G " RCP FLARED END EA $1, /8/2011 G " RCP 45 DEGREE BEND EA $1, /26/2011 G24.01 PRE CAST BOX CULVERT LF $ /28/2012 G24.04 CIP BOX CULVERT, END SECTION LF $4, /28/2012 G26.01 BOX CULVERT UNDERCUT DRAINAGE FABRIC SY $ /26/2011 G26.02 BOX CULVERT UNDERCUT CY $ /26/2011 G ' X 4' RCP JUNCTION BOX EA $4, /9/2013 G30.02 ADJUST STORM SEWER MANHOLE RING & COVER EA $ /28/2012 G31.01 TYPE "B" INLET EA $3, /9/2013 G31.03 TYPE "E" INLET EA $5, /26/2011 G31.05 AREA INLET EA $3, /8/2011 G " CMP LF $ /26/2011 G " CMP LF $ /14/2012 G " CMP LF $ /14/2012 G " CMP SLOTTED DRAIN LF $ /26/2011 G " CMP FLARED END EA $ /14/2012 G38.01 CONNECT TO EXISTING STORM SEWER EA $ /9/2013 G39.01 DRAINAGE FABRIC SY $ /9/2013 H01.01 EROSION AND WATER POLLUTION CONTROL LS $2, /26/2013 H01.02 EROSION AND WATER POLLUTION CONTROL PLAN LS $2, /9/2013 H01.03 WATER POLLUTION CONTROL LS $6, /14/2012 H01.04 WATER FOR DUST CONTROL MGAL $ /10/2011 H02.01 CLASS 1 RIPRAP CY $ /28/2012 H02.03 CLASS 2 RIPRAP CY $ /31/2012 H02.06 CLASS 3 RIPRAP T $ /26/2011 H02.07 CLASS 4 RIPRAP CY $ /8/2011 H02.08 CLASS 4 RIPRAP T $ /26/2011 H03.01 GROUTED RIP-RAP APRON SY $ /28/2012 H05.02 BANK AND CHANNEL PROTECTION GABION CY $ /8/2011 H07.01 EROSION CONTROL BLANKET SY $ /14/2012 H08.01 BONDED FIBER MULCHING SY $ /26/2011 H09.03 GRAVEL FILLED FILTER BAG LF $ /9/2013 H10.01 TURF REINFORCEMENT MAT SY $ /8/2011 H10.02 TURF REINFORCEMENT MAT, SDDOT TYPE 1 SY $ /28/2012 H10.03 TURF REINFORCEMENT MAT, SDDOT TYPE 2 SY $ /26/2011 H12.01 SILT FENCE LF $ /26/2013 H12.03 SILT FENCE, HIGH FLOW LF $ /8/2011 H13.01 ROCK CONSTRUCTION ENTRANCE T $ /9/2013 H13.02 ROCK CONSTRUCTION ENTRANCE EA $ /26/2013 H " WATTLES LF $ /26/2013 H " WATTLES LF $ /14/2012 H15.03 SEDIMENT FILTER BAGS LF $ /26/2013 H16.01 EROSION CONTROL, INLET PROTECTION EA $ /17/2039 H16.03 EROSION CONTROL, PERIMETER CONTROL LF $ /9/2013 H17.01 CONCRETE WASHOUT AREA EA $ /28/2012 I01.01 AGGREGATE BASE COURSE, 3/4" T $ /28/2012 I01.02 AGGREGATE BASE COURSE, 1" T $ /26/2013 I01.03 AGGREGATE BASE COURSE, 3/4", OVER SOIL SUPPORT FABRIC T $ /8/2012 I01.06 AGGREGATE BASE COURSE T $ /17/2039 I02.01 GRAVEL CUSHION T $ /9/2013 I02.02 GRAVEL SURFACING, PERMANENT T $ /27/2012 I02.03 GRAVEL SURFACING, TEMPORARY T $ /9/2013 I03.01 COVER AGGREGATE T $ /10/2011 I03.04 WOVEN GEOTEXTILE SEPARATOR SY $ /9/2013 I04.01 AC, CLASS E, TYPE 1 PG64-28 T $ /9/2013 I04.03 AC, CLASS G, TYPE 1 PG64-28 T $ /26/2013 I04.04 AC, CLASS G, TYPE 2 PG64-28 T $ /26/2011 4/20/2018, Page 5
6 I07.03 AC OVERLAY, CLASS G, TYPE 1 PG64-28 T $ /8/2012 I08.03 AC PATCHING, CLASS G, TYPE 1 PG64-28 T $ /15/2011 I11.02 BITUMINOUS TACK COAT GAL $ /26/2011 I11.03 FLUSH SEAL SY $ /18/2012 I11.06 ASPHALT CRACK SEALING LF $ /26/2011 I12.01 ASPHALT COMPACTION TESTS EA $ /18/2012 I13.07 PCC PAVEMENT, 9" REINFORCED SY $ /27/2012 I14.01 PCC APPROACH PAVEMENT, 6" REINFORCED SY $ /26/2013 I14.02 PCC APPROACH PAVEMENT, 7" REINFORCED SY $ /9/2013 I16.01 PCC PAVEMENT, 6" NONREINFORCED SY $ /27/2012 I16.03 PCC PAVEMENT, 7" NONREINFORCED SY $ /9/2013 I16.05 PCC PAVEMENT, 8" NONREINFORCED SY $ /10/2011 I16.09 PCC PAVEMENT, 10" NONREINFORCED SY $ /10/2012 I17.01 PCC APPROACH PAVEMENT, 6" NONREINFORCED SY $ /26/2013 I18.01 PCC DRIVEWAY PAVEMENT 4", NONREINFORCED SY $ /9/2013 I18.02 PCC DRIVEWAY PAVEMENT, 5" NONREINFORCED SY $ /10/2011 I18.03 PCC DRIVEWAY PAVEMENT 6", NONREINFORCED SY $ /26/2013 I19.01 CONCRETE CURB & GUTTER, TYPE B6-6 LF $ /11/2012 I19.03 CONCRETE CURB & GUTTER, TYPE B6-7 LF $ /9/2013 I19.05 CONCRETE CURB & GUTTER, TYPE B6-8 LF $ /10/2011 I19.09 CONCRETE CURB & GUTTER, TYPE B6-10 LF $ /10/2012 I20.01 CONCRETE CURB & GUTTER, TYPE BL6-6 LF $ /8/2012 I20.03 CONCRETE CURB & GUTTER, TYPE BL6-7 LF $ /9/2013 I21.01 CONCRETE "P6" GUTTER LF $ /27/2012 I21.03 CONCRETE "P7" GUTTER LF $ /9/2013 I21.09 CONCRETE "P10" GUTTER LF $ /26/2011 I23.01 CONCRETE DRAIN PAN, 4" REINFORCED SY $ /8/2011 I23.02 CONCRETE DRAIN PAN, 6" REINFORCED SY $ /25/2012 I23.03 CONCRETE DRAIN PAN, 6.5" REINFORCED SY $5, /14/2012 I24.01 CONCRETE FILLET & PAN, 6" REINFORCED SY $ /26/2013 I24.03 CONCRETE FILLET & PAN, 7" REINFORCED SY $ /9/2013 I24.05 CONCRETE FILLET & PAN, 8" REINFORCED SY $ /10/2011 I24.09 CONCRETE FILLET & PAN, 10" REINFORCED SY $ /26/2011 I25.03 PCC PAVEMENT, JOINT SEAL, HOT TAR LF $ /10/2012 I25.04 PCC PAVEMENT, JOINT SEAL, BACKER ROD / SILICONE LF $ /10/2011 I27.02 PCC PAVEMENT, TYPE A SPALL REPAIR SF $ /11/2012 I27.03 PCC PAVEMENT PANEL REPLACEMENT, 8" SY $ /14/2011 I29.01 DOWEL BAR ASSEMBLY LF $ /9/2013 I29.02 DOWEL BAR EA $ /10/2011 I30.02 INSTALL #10 STEEL BAR IN CONCRETE EA $ /9/2013 I30.03 INSTALL #5 STEEL BAR IN CONCRETE EA $ /9/2013 I31.02 INSTALL #10 SMOOTH STEEL BAR IN CONCRETE EA $ /10/2012 I32.01 CONCRETE SIDEWALK, 4" REINFORCED SF $ /8/2012 I32.03 CONCRETE SIDEWALK, 6" REINFORCED SF $ /27/2012 I33.01 CONCRETE SIDEWALK, 4" NONREINFORCED SF $ /26/2013 I33.03 CONCRETE SIDEWALK, 6" NONREINFORCED SF $ /28/2012 I34.05 CONCRETE SIDEWALK, 5", COLORED SF $ /8/2011 I38.01 DETECTABLE WARNING PANEL LF $ /9/2013 I39.01 CONCRETE TYPE C RETAINING WALL (0-2') LF $ /26/2013 I39.02 CONCRETE TYPE C RETAINING WALL (2-4') LF $ /9/2013 J02.01 LANDSCAPE FABRIC SY $3.26 9/25/2012 J03.01 LANDSCAPE ROCK, 1"-2" CLEAN RIVER ROCK T $ /25/2012 J ' CHAIN LINK FENCE LF $ /18/2012 J ' CHAIN LINK GATE EA $ /18/2012 J07.01 TYPE 2 ROW FENCE LF $2.83 8/14/2012 J07.02 TEMPORARY FENCE LF $ /8/2011 J13.01 METAL BENCHES, POWDER COATED EA $1, /9/2013 J14.01 TRASH RECEPTACLES, POWDER COATED EA $1, /9/2013 J15.01 BICYCLE RACKS, POWDER COATED EA $ /9/2013 J17.01 TREE GRATE EA $2, /9/2013 4/20/2018, Page 6
7 J18.01 TREE TRIMMING LS $ /9/2013 J19.01 TRANSPLANT TREE W/44" SPADE EA $ /8/2011 J20.01 DECIDUOUS TREE (1-2" CAL) EA $ /8/2011 J20.02 DECIDUOUS TREE (2-3" CAL) EA $ /9/2013 J21.01 EVERGREEN TREE (4') EA $ /8/2011 J22.01 BUSHES (1-2 GAL) EA $ /14/2012 J23.01 IRRIGATION SYSTEM LS $14, /8/2011 J24.01 IRRIGATION LINE, 3/4" PVC LF $ /8/2011 J24.04 IRRIGATION LINE, 1 1/2" PVC LF $ /8/2011 J24.07 IRRIGATION LINE, 3" PVC LF $ /8/2011 J " BACKFLOW PREVENTER & 2" METER EA $3, /9/2013 J STA IRRIGATION CONTROLLER EA $2, /9/2013 K " RIGID CONDUIT, SCHEDULE 40 LF $ /9/2013 K " RIGID CONDUIT, SCHEDULE 40 LF $ /8/2011 K " RIGID CONDUIT, SCHEDULE 80 LF $ /9/2013 K " RIGID CONDUIT, SCHEDULE 80 LF $ /14/2012 K /C #2 AWG COPPER WIRE LF $ /9/2013 K /C #6 AWG COPPER WIRE LF $ /9/2013 K /C #8 AWG COPPER WIRE LF $ /8/2011 K /C #10 AWG COPPER WIRE LF $ /9/2013 K /C #10 COPPER POLE AND BRACKET CABLE LF $ /9/2013 K04.02 #16 AWG COPPER TWIST SHIELDED PAIR LF $ /9/2013 K " X 24" NON-METALLIC JUNCTION BOX EA $ /9/2013 K ' DIAMETER FOOTING LF $ /9/2013 K13.01 ELECTRICAL SERVICE EQUIPMENT EA $8, /9/2013 K17.04 PEDESTRIAN PUSH BUTTON POLE EA $ /9/2013 K18.01 PREFORMED DETECTOR LOOP EA $ /9/2013 K19.01 RELOCATE SIGNAL EQUIPMENT LS $ /9/2013 K19.03 RELOCATE LIGHT POLE EA $1, /26/2011 L01.01 PAVEMENT MARKING PAINT, 4" WHITE LF $ /9/2013 L01.02 PAVEMETN MARKING PAINT, 8" WHITE LF $ /14/2012 L01.03 PAVEMENT MARKING PAINT, 12" WHITE LF $ /28/2012 L01.05 PAVEMENT MARKING PAINT, 24" WHITE LF $ /28/2012 L01.06 PAVEMENT MARKING PAINT, ARROW, WHITE EA $ /28/2012 L01.07 PAVEMETN MARKING PAINT, MESSAGE, WHITE WORD $ /8/2011 L02.01 PAVEMENT MARKING PAINT, 4" YELLOW LF $ /11/2012 L03.01 COLD APPLIED PLASTIC PAVEMENT MARKING, 4" LF $ /9/2013 L03.03 COLD APPLIED PLASTIC PAVEMENT MARKING, 12" LF $ /9/2013 L03.05 COLD APPLIED PLASTIC PAVEMENT MARKING, 24" LF $ /26/2013 L03.06 COLD APPLIED PLASTIC PAVEMENT MARKING, ARROW EA $ /9/2013 L04.01 GROOVE FOR COLD APPLIED PLASTIC MARKING, 4" LF $ /9/2013 L04.03 GROOVE FOR COLD APPLIED PLASTIC MARKING, 12" LF $ /9/2013 L04.05 GROOVE FOR COLD APPLIED PLASTIC MARKING, 24" LF $ /11/2012 L04.06 GROOVE FOR COLD APPLIED PLASTIC MARKING, ARROW EA $ /9/2013 L05.01 ROAD SIGN SF $ /9/2013 L05.02 SIGN POST LF $ /9/2013 L05.03 TYPE B ADV WARNING ARROW PANEL EA $ /11/2012 L06.01 TRAFFIC CONTROL LS $7, /9/2013 L06.02 TRAFFIC CONTROL PLAN LS $ /27/2012 L06.03 FLAGGING HR $ /8/2012 4/20/2018, Page 7
HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.
PROJECT NAME: Anamosa Street Reconstruction - Midway Street to Miiwuakee Street PROJECT NUMBER: PROJECT NO. 07-1473 / CIP NO. 50559 LET DATE: April 11, 2017 LOW BID AMOUNT: $3,941,397.20 ENGINEER'S ESTIMATE
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
BID TABULATION Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. QTY DESCRIPTION DOLLARSjCTS
CT Consultants, Inc.
Cost 1 202 AHRESTY DRIVE REMOVAL 1 LS 2 202 EXISTING SILO DEMOLISHED AND REMOVED, AS PER PLAN 1 LS 3 203 EXCAVATION (NOT INCLUDING UNDERCUT) 2,372 CY 4 203 EMBANKMENT 3,306 CY 5 204 PROOF ROLLING 10 HRS
Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724
National Power Rodding Corp. 9810 FM 969 Austin, TX 78724 Austin Constructors, LLC. 7907 S FM 973 Item No. Estimate Qty Unit of Issue Description Unit Price Total Unit Price Total Unit Price 103.1 125.00
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID
SPECIFICATION 16-11031-C CITY OF BERKELEY BID PROPOSAL A: BASE BID 1 MOBILIZATION 1 LS 2 TRAFFIC CONTROL 1 LS 3 CONTRACTOR INFORMATION SIGN 2 EA 4 CONSTRUCTION AREA SIGN 18 EA 5 PROJECT IDENTIFICATION
BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E
THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E Each bidder shall bid each item of the Base Bid Schedule and Alternate A Bid Schedule. Failure to bid an item shall be just cause
Maine Turnpike Authority
Interchange 44 Barrier Toll Plaza Open Road Tolling Conversion Mile 44.3 201.11 CLEARING 3.50 AC 202.071 REMOVING ASBESTOS CONTAINING MATERIALS, TOLL BOOTH LAB TOPS 1.00 LS 202.081 REMOVING EXISTING BUILDING
MoDOT 2016 UNIT BID PRICES Northwest District
MoDOT 2016 UNIT BID PRICES Northwest District 2013000 CLEARING AND GRUBBING ACRE 7.95 20 1926.49132 20000 1 159 2022010 REMOVAL OF IMPROVEMENTS L.S. 1.00 56 24479.13304 201719 750 56 2024043 REMOVAL OF
Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
Maine Turnpike Authority
York Toll Plaza Mile 8.8 201.11 Clearing 17.00 AC 202.15 Removing Existing Manhole or Catch Basin 22.00 EA 202.151 Abandoning Existing Manhole or Catch Basin 10.00 EA 202.16 Removing Existing Pipe 575.00
S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/01/00 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : MILL & OVERLAY, GRADING, BIT SURFACING, BR NO 02038 ETC CONTRACT LOCATION: LOCATED ON TH 47 FROM 153RD AVE NW IN RAMSEY TO 180TH LANE NW AND AT FORD BROOK IN BURNS TOWNSHIP
Maine Turnpike Authority
Company Name Total Bid Amount R J Grondin & Sons - Gorham, ME $1,436,720.00 Shaw Brothers Construction, Inc. - Gorham, ME $1,476,398.83 Pratt & Sons, Inc. - Minot, ME $1,733,615.00 Page 1 of 13 R J Grondin
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
Patton Hill Road (Four Inch Main), Project No
Patton Hill Road (Four Inch Main), Project No. 2016100 MP-5.01 MOBILIZATION (3% MAX) 1 LS MP-5.02.8(d) 8" DIP (CLASS 350) ALL DEPTHS 600 LF MP-5.02.6(p) 6" PVC ALL DEPTHS, INCLUDING BEDDING 10 LF MP-5.02.4(p)
CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO
Owner: City of Chaska, 1 City Hall Plz., Chaska, mn 55318 Date: December 12, 2017 For Period: 12/1/2017 to 1/31/2018 Request No: 1 Contractor: Blackstone Contractors, LLC, 9520 County Rd. 19, Ste. D, Loretto,
2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH
Page 1 2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH ITEM ITEM DESCRIPTION UNITS N TOTAL QUANTITY AVERAGE PRICE 106.05100 FIELD LABORATORY
Units Est. Qty. Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
1 1500001 Mobilization, Max. $25,000.00 LSUM 1.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 4,400.00 4,400.00 2 2020040 Tree, Rem, 6 inch to 18 inch Ea 2.00 600.00
BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST
PAGE 1 BID OPENING: AUGUST 11, 2011 ENGINEER'S ESTIMATE: $3,108,320.60 CONTRACT NO.110269 SABINO CANYON AND TANQUE VERDE INTERSECTION IMPROVEMENTS *FOR A MORE DETAILED ITEM DESCRIPTION* *REFER TO PROPOSAL
Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements
Bid Opening Date: May 6, 2014 Time: 11:00 a.m. Surety NCA Surety NCA Yes Yes Yes Yes Total Amount Bid: $1,358,851.00 Total Amount Bid: $1,386,098.72 Item Nos. Approx. Quantities Unit Item & Unit Prices
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Section A - GENERAL ITEMS A-1 01505 Mobilization LS 1 $ 100,000.00 $ 100,000.00 A-2 -- Payment and Performance Bonds LS 1 A-3 01310 Document Control LS 1 A-4 01311 CPM Schedule LS 1 A-5 01590 Engineer's
Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director
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2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1
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7/07/2015 Page 1 of 20 Strawser Paving Co., Inc. Shelly & Sands, Inc. Double Z Construction Co Columbus Asphalt Paving, Inc. 1595 Frank Road P.O.Box 2469 2550 Harrison Road 1196 Technology Dr Columbus,
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(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,
78th Avenue Eastl184th Street EastlCRP 5661 I hereby certify this to be a true copy of the tabulation of the bids as received and opened. BID OPENING: FRIDAY, March 3, 2017 County Engine (1 ) Active Construction
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BID TABULATION PAGE 1 OF 4 E.R. Snell Contractor, Inc. G.P.'s Enterprises, Inc. Est. 1 005 Traffic Control Project No M-0679 1 LS $27,811.00 $27,811.00 $48,800.00 $48,800.00 $22,021.80 $22,021.80 2 010
Bid Summary Still Creek Wastewater Improvements Phase III City Job No. 411-D November 21, 2013
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STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
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Maine Turnpike Authority
Company Name Total Bid Amount Sargent Corporation - Stillwater, ME $29,888,765.79 Reed & Reed, Inc. - Woolwich, ME $34,900,974.90 Page 1 of 25 Sargent Corporation Stillwater, ME 201.11 CLEARING AC 4.00
Federal Project No.: HSIP-5A27(567)
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Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166 Date: August 10, 2016 Subject: Bid for Construction of NW 89 th Avenue, NW 93 rd Street and NW
Federal Project No.: STP-5128(388)
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Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director
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ENGINEERING & ENVIRONMENTAL
1-800-292-8989 www.iowaonecall.com CITY OF WEST BRANCH, IOWA THIS ENGINEERING DOCUMENT HAS BEEN REVIEWED BY THE JURISDICTION AND IS RECOMMENDED FOR FILING WITH THE CITY CLERK ENGINEERING & ENVIRONMENTAL
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Company Name Total Bid Amount Liddell Brothers, Inc. - Halifax, MA $1,590,213.00 Northeast Traffic Control Services, Inc. - Plymouth, MA $1,932,117.00 Page 1 of 5 Liddell Brothers, Inc. Halifax, MA 202.2061
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
2017 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR ENGLISH (10)
106.05100 FIELD LABORATORY EA 33 33.00 $12,605.17 201.03201 CLEARING AND GRUBBING ACRE 2 76.00 $1,269.74 201.03206 CLEARING TREES 6 in EA 1 53.00 $122.27 201.03210 CLEARING TREES 10 in EA 3 66.00 $227.33
Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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Maine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,309,765.25 Scott Construction Corporation - Portland, ME $1,528,840.00 Wyman & Simpson Inc. - Richmond, ME $1,674,845.00 Page 1 of 10 CPM
SPECIAL GRADING INTERSECTION IMPROVEMENT JOHN WARD RD AT IRWIN RD REVISION DATES
9/20/2017 2:39:11 PM GPLOT-V8 2016104_18-001.dgn Project Number Sheet Total Sheets djackson gplotborder-v8i-po.tbl X2802 30 118 966.5 21+00 L.P. EL. 966.34 L.P. EL. 966.58 0.29% 0.11% 965 H.P. EL. 966.54
CITY OF DAVIS PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS
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ATTACHMENT B STANDARD DRAWING INDEX DESCRIPTION EXISTING DRAWING NO. GENERAL Typical Layout for Improvement Plans City of Stockton Standard Border and Title Block for 8 1/2 x11 Sheet City of Stockton Standard
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
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STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 4308-34 Contract ID: Contract Description: Contract Location: Recommendation: 170004 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Licensed Class C Virginia Contractor No.
month period is seven hundred and fifty thousand dollars (750,000) or more, the Bidder is required under Title 54.11100, Code of Virginia (1950), as amended, to be licensed by the State Board of Contractors
Tahoe-Reno Industrial Center Total Bonding Amounts Engineer's Opinion of Probable Construction Costs (30% Submittal) Project No. 783.
Total Bonding Amounts Brent Farr Date: 05/05/17 Item Project Estimated Cost 1 Induction Well 1 and Britain Ave Non potable Water Line $1,084,353 2 Storage Reservoir Upgrades $11,560,463 3 Booster Station
6 Hour Backhoe Loader (CAT 415F2/ 415F2 IL, 416F/ 416F2, 420F/420F IT, 420F2/ 420F2 IT, 430F/430F IT, 430F2/ 430F2 IT, 450F or Equiva $32.
PROJECT 2506; 2017 ANNUAL REPAIR CONTRACT; J.C. DILLON, INC., CONTRACTED SCHEDULE OF ITEMS, QUANTITIES AND COSTS 1 Hour Lowboy Including Both Permits and Paid Driver $75.00 2 Hour Single Axle Dump Truck
Bid Tabulation City of Coralville RE-BID Coral Ridge Ave, Phase II - Oakdale Blvd to Forevergreen Rd City of Coralville, IA Engineer's OPC
, IA - 2017 DIVISION 1 - GENERAL 1.01 TRAFFIC CONTROL LS 1 $50,000.00 $50,000.00 $30,000.00 $30,000.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 $24,500.00 DIVISION 2 - EARTHWORK 2.01 CLEARING
County of Los Angeles Department of Public Works BID SUMMARY
PROJECT NAME 3RD STREET - INDIANA STREET TO RECORD AVENUE PROJECT ID RDC0015034 Engineer's Estimate (1) Sully-Miller Contracting Company (2) TORO ENTERPRISES, INC. (3) Sequel Contractors, Inc. (4) All
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:
Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 5101-14 Contract ID: Contract Description: Contract Location: Recommendation: 170020 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
HOUR TRAINING UNLOCKED HOUR SURVEY CREW UNLOCKED LUMP SUM CLEARING AND GRUBBING UNLOCKED FORCE ACCOUNT CLEARING AND
1100050 HOUR TRAINING UNLOCKED 2000100 HOUR SURVEY CREW UNLOCKED 2010100 LUMP SUM CLEARING AND GRUBBING UNLOCKED 2010110 FORCE ACCOUNT CLEARING AND GRUBBING UNLOCKED 2010120 ACRE CLEARING AND GRUBBING
Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:
DEVELOPMENT SERVICES PHONE: (209) 668-5520 ENGINEERING DIVISION FAX: (209) 668-5563 156 S. BROADWAY, SUITE 150 TDD: (800) 735-2929 TURLOCK, CA 95380 engineering@turlock.ca.us Date: 04/20/2018 City Project
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1 COUNTY'S ESTIMATE R-JS General Construction Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066102 DUST ABATEMENT LS 1 3,000.00
BARRETT ROAD (C.R. 178) ROADWAY RESURFACING FROM LEWIS ROAD TO SPAFFORD ROAD IN OLMSTED TOWNSHIP, OHIO ITEMIZED UNIT PRICE BID ROADWAY
IZED PRICE BID DESCRIPTION PRICE BID ROADWAY 1 201 11000 CLEARING AND GRUBBING 1 - - LUMP 2 202 23000 PAVEMENT REMOVED NR SQ YD 20 3 202 35100 PIPE REMOVED, 24" AND UNDER NR FT 134 4 202 58000 MANHOLE
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Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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DELETE first sentence of first paragraph that reads: REPLACE with the following:
To Bidder of Record: SAN ANTONIO WATER SYSTEM Addendum 2 To Construction Documents For 2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB NO. 12-5001 SAWS SEWER JOB NO. 12-5501 Solicitation
Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:
Page 1 of 23 518122 SECTION: 01 COMMON ITEMS 1 020100 CONTRACTOR CONSTRUCTION STAKING 2 025602 FIELD OFFICE AND LABORATORY (TYPE C) 3 025323 MOBILIZATION 4 070626 MOBILIZATION (DBE) 5 020001 MAINTENANCE
Oaks Commerce Center
Mansour Edlin Consulting 1515 Mockingbird Lane Charlotte, NC 28209 Oaks Commerce Center Water & Sanitary Sewer Improvements Phase I - Concept Utility Plan Gravity Sanitary Sewer A1 Connect to Existing
County of Los Angeles Department of Public Works BID SUMMARY
PROJECT NAME CENTRAL AVENUE, ET AL. PROJECT ID RDC0013675 Engineer's Estimate (1) All American Asphalt (2) Sequel Contractors, Inc. (3) Sully-Miller Contracting Company (4) Palp, Inc. 5,177,177.00 5,292,979.00
ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING
PAGE : 001-1 VENDOR RANKING CONTRACT TIME : 09/01/13 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(370) for constructing the Ramp Widening and Auxiliary Lane (Grade, Drain, Base, Pave and
Federal Project No.: STP-5A27(380), STP-5A27(381)
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Wentzville Parkway South Phase 2 & 2A
Wentzville Parkway South Phase 2 & 2A Sponsor Wentzville Project No. RB18-000034 Project Type New Road TOTAL FUNDING Phase 2 Total County Sponsor Federal $10,000,000 $8,000,000 $2,000,000 $0 Phase 2A Total
Federal Project No.: NHFP-081-1(346)
Order : N27 Schedule of Items Page: 2 Oversight/State Project : (NFO)0081-098-778,B650-51,C501 Federal Project : NHFP-081-1(346) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING (CONSTRUCTION)
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/10 AND 12/31/10 BY ITEM GROUP 211 CONTRACTS - AWARDED TOTAL: $649,895,273
AVERAGE BID PRICES FOR AWARDED PROJECTS 06:54 Friday, February 18, 2011 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 9 $276 $30,713.33 9 2011.601/00010 VIBRATION MONITORING LS 2 $73 $36,700.00 2 2011
Items Unit Quantity Unit Price Total Unit Price Total
Engineer's Plote Construction, Inc. Estimate 1100 Brandt Drive Hoffman Estates, IL 60192 s Unit Quantity 1 SUPPLEMENTAL WATERING UNIT 4 $100.00 400.00 $40.00 160.00 2 TOP SOIL FURNISH AND PLACE, 6 INCH
DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/04 AND 12/31/04 BY ITEM GROUP 201 CONTRACTS - AWARDED TOTAL: $340,971,276
AVERAGE BID PRICES FOR AWARDED PROJECTS 14:37 Wednesday, February 2, 2005 1 2011 2011.601/00003 CONSTRUCTION SURVEYING LS 17 $920 $54,140.65 17 2011.601/00040 DESIGN LS 1 $4 $3,500.00 1 2011 $924 2013
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