Bids DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00)
|
|
- Martina Lewis
- 5 years ago
- Views:
Transcription
1 General Info Number: PROJECT NO Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE RAMP OVER STATE ROUTE 420 M.P. 71.4, SOUTH BILLMAN ROAD OVER OHIO TURNPIKE M.P. 75.2, WOOD AND OTTAWA COUNTIES, OHIO Deadline: DECEMBER 21, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $4,700,000.00) Bids Business Bid Total Kokosing Construction Company, Inc. $4,043, Miller Bros. Const., Inc. $4,177, The Great Lakes Construction Co. $4,179, Beaver Excavating Company $4,951,591.11
2 KOKOSING CONSTRUCTION COMPANY GENERAL (Ref. Nos. 1-5) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART. 6 PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND 1.00 LUMP SUM $17, $17, SP 614 MAINTAINING TRAFFIC 1.00 LUMP SUM $140, $140, SP 619 FIELD OFFICE 1.00 LUMP SUM $40, $40, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP SUM $40, $40, MOBILIZATION 1.00 LUMP SUM $100, $100, Total: $337, ROADWAY (Ref. Nos. 6-68) Ref. Item No. Description Quantity Units Unit Price Extension No CLEARING AND GRUBBING 1.00 LUMP SUM $10, $10, GUARDRAIL REMOVED 1, FOOT $2.00 $2, BRIDGE TERMINAL ASSEMBLY REMOVED 8.00 EACH $95.00 $ PAVEMENT REMOVED 2, SQ. YD. $14.00 $28, CATCH BASIN REMOVED 5.00 EACH $ $3, PIPE REMOVED FOOT $26.00 $4, HEADWALL REMOVED 3.00 EACH $ $ EMBANKMENT 4, CU. YD. $22.00 $99, EXCAVATION 2, CU. YD. $9.50 $21, SUBGRADE COMPACTION 2, SQ. YD. $2.50 $6, LINEAR GRADING, AS PER PLAN FOOT $3.00 $ PAVEMENT PLANING, ASPHALT CONCRETE (3") SQ. YD. $11.00 $3, SP 304 AGGREGATE BASE CU. YD. $88.00 $38,896.00
3 19 SP 402 ASPHALT CONCRETE BASE COURSE OR CU. YD. $ $22, RECYCLED ASPHALT CONCRETE BASE COURSE, PG70-22 (1-3/4") 20 SP 404 ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $25, USING CRUSHED SLAG, PG70-22 (1-1/2") NON-TRACKING TACK COAT GAL. $1.00 $ NON-TRACKING TACK COAT FOR GAL. $1.00 $ INTERMEDIATE COURSE /4" ASPHALT CONCRETE INTERMEDIATE CU. YD. $ $5, COURSE, TYPE 2, PG /4" ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $5, TYPE 1, PG SPECIAL - PRESSURE RELIEF JOINT, TYPE B FOOT $ $10, /2" NON-REINFORCED PORTLAND CEMENT 2, SQ. YD. $75.00 $157, CONCRETE PAVEMENT ROCK CHANNEL PROTECTION, TYPE C WITH 4.00 CU. YD. $ $ FILTER TIED CONCRETE BLOCK MAT, TYPE SQ. YD. $67.00 $7, SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC FOOT $20.00 $13, WRAP GUARDRAIL, TYPE MGS, USING STEEL POSTS 1, FOOT $19.20 $19, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, 8.00 EACH $2, $17, USING STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2, 4.00 EACH $ $2, USING STEEL POSTS MGS ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, MGS ANCHOR ASSEMBLY, TYPE T 4.00 EACH $ $3, CONCRETE MEDIAN SQ. YD. $ $9, CURB, TYPE 4-C FOOT $45.00 $3, SP 611 6" CONDUIT, TYPE F, FOOT $24.00 $1, SP " CONDUIT, TYPE B FOOT $83.00 $4, SP " CONDUIT, TYPE F, FOOT $42.00 $9, SP " CONDUIT, TYPE A, FOOT $ $5, SP 611 CATCH BASIN ADJUSTED TO GRADE 5.00 EACH $ $2,250.00
4 42 SP 611 CATCH BASIN, NO. CB EACH $3, $15, DETOUR SIGNING 1.00 LUMP SUM $17, $17, REPLACEMENT SIGN 3.00 EACH $ $ DELINEATOR 4.00 EACH $75.00 $ CONCRETE BARRIER, TYPE D FOOT $ $18, CONCRETE BARRIER END SECTION, TYPE D 4.00 EACH $3, $12, BARRIER REFLECTORS, 1-WAY EACH $8.40 $ SP 627 STONE SHOULDER PROTECTION CU. YD. $ $3, SIGN ERECTED, FLAT SHEET, AS PER PLAN 2.00 EACH $15.00 $ GROUND MOUNTED STRUCTURAL BEAM FOOT $37.50 $1, SUPPORT, W10X GROUND MOUNTED STRUCTURAL BEAM 4.00 EACH $ $3, SUPPORT FOUNDATION REMOVAL OF GROUND MOUNTED SIGN AND 3.00 EACH $10.00 $30.00 DISPOSAL REMOVAL OF GROUND MOUNTED POST AND 3.00 EACH $20.00 $60.00 DISPOSAL REMOVAL OF GROUND MOUNTED MAJOR SIGN 2.00 EACH $ $ AND REERECTION REMOVAL OF GROUND MOUNTED 4.00 EACH $ $2, STRUCTURAL BEAM AND REERECTION ADDITIONAL SIGNS, GROUND MOUNTED, AS SQ. FT. $7.50 $90.00 DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $4, $2, CENTER LINE, TYPE MILE $5, $ SEEDING AND MULCHING 3, SQ. YD. $1.40 $4, TOPSOIL CU. YD. $45.00 $17, DITCH EROSION PROTECTION SQ. YD. $4.00 $1, VEGETATED BIOFILTER, AS PER PLAN SQ. YD. $25.00 $9, EROSION CONTROL 10, EACH $1.00 $10, STORM WATER POLLUTION PROTECTION PLAN 1.00 LUMP SUM $6, $6, SPECIAL PIPE CLEANOUT, 24" AND UNDER FOOT $40.00 $2, SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 EACH $1, $2,900.00
5 68 SPECIAL PRECAST REINFORCED CONCRETE OUTLET 1.00 EACH $ $ A 202 CONCRETE BARRIER REMOVED FOOT $40.00 $2, Total: $691, STRUCTURES (Ref. Nos ) Ref. Item No. Description Quantity Units Unit Price Extension No. 69 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP SUM $276, $276, COFFERDAMS AND EXCAVATION BRACING 1.00 LUMP SUM $15, $15, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP SUM $7, $7, STEEL PILES, HP10x42, DRIVEN 1, FOOT $16.00 $22, STEEL PILES, HP10x42, FURNISHED 1, FOOT $26.00 $41, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , POUND $1.20 $220, DOWEL HOLES WITH NONSHRINK, EACH $18.00 $5, NONMETALLIC GROUT, AS PER PLAN CLASS QC1 CONCRETE, ABUTMENTS CU. YD. $ $78, INCLUDING FOOTINGS CLASS QC1 CONCRETE, PIERS CU. YD. $ $123, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE CU. YD. $1, $581, DECK SLAB 79 SP 511B CLASS S CONCRETE, BARRIERS AND CU. YD. $ $123, PARAPETS, USING TYPE 1 CEMENT 80 SP 511B CLASS HP4 CONCRETE FOR PREPLACEMENT TESTING CU. YD. $ $5, STRUCTURAL STEEL 179, POUND $2.25 $404, WELDED STUD SHEAR CONNECTORS 6, EACH $4.70 $32, SP 514A SURFACE PREPARATION OF EXISTING STEEL, 1.00 LUMP SUM $143, $143, SYSTEM OZEU 84 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME 1.00 LUMP SUM $44, $44, COAT, SYSTEM OZEU 85 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, INTERMEDIATE COAT, SYSTEM OZEU 1.00 LUMP SUM $98, $98,000.00
6 86 SP 514A FIELD PAINTING OF NEW AND EXISTING 1.00 LUMP SUM $59, $59, STEEL, FINISH COAT, SYSTEM OZEU 87 SP 514A REMEDIATION OF CHLORIDES HOUR $ $15, SP 514A GRINDING FINS, TEARS, SLIVERS HOUR $ $12, ELASTOMERIC BEARING PAD EACH $ $18, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $85.00 $8, SP 516B SEALING OF CONSTRUCTION JOINTS FOOT $3.75 $3, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $1, $37, SP 516J REPLACE FIXED BEARING DEVICE 5.00 EACH $1, $9, SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $30, SP 525A WORKER PROTECTION 1.00 LUMP SUM $3, $3, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET EACH $50.00 $2, SP 525A ESTABLISH REGULATED AREAS 1.00 LUMP SUM $5, $5, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP SUM $5, $5, CLASSIFICATION, HANDLING, AND DISPOSAL 99 SP 525A CONTAINMENT SYSTEM 1.00 LUMP SUM $15, $15, REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $106, SP 527 FALSEWORK, TEMPORARY BRACING AND 1.00 LUMP SUM $262, $262, PROTECTIVE STRUCTURES 102 SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL FOOT $ $34, STEEL JOINT 103 SP 536 CONCRETE WEATHERPROOFING, DECK AND 2, SQ. YD. $8.00 $20, APPROACH SLABS 104 SP 536 CONCRETE WEATHERPROOFING, SQ. YD. $8.00 $7, SUBSTRUCTURE 105 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN FOOT $ $66, LINK WITH SPECIALS) UNCLASSIFIED EXCAVATION CU. YD. $92.00 $22, SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $2, $4, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $27.00 $3, SEAL POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $92.00 $5, " PERFORATED CORRUGATED PLASTIC PIPE FOOT $8.00 $576.00
7 " NON-PERFORATED CORRUGATED PLASTIC FOOT $15.00 $1, PIPE DYNAMIC LOAD TESTING 2.00 EACH $3, $7, TYPE C INSTALLATION FOOT $ $20, CRUSHED AGGREGATE SLOPE PROTECTION CU. YD. $85.00 $5, Total: $3,014, TOTAL BID AMOUNT (ITEMS 1 THRU 114) $4,043,471.25
8 MILLER BROS. CONSTRUCTION, INC. GENERAL (Ref. Nos. 1-5) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART. 6 PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND 1.00 LUMP SUM $30, $30, SP 614 MAINTAINING TRAFFIC 1.00 LUMP SUM $135, $135, SP 619 FIELD OFFICE 1.00 LUMP SUM $30, $30, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP SUM $14, $14, MOBILIZATION 1.00 LUMP SUM $100, $100, Total: $309, ROADWAY (Ref. Nos. 6-68) Ref. No. Item No. Description Quantity Units Unit Price Extension CLEARING AND GRUBBING 1.00 LUMP SUM $20, $20, GUARDRAIL REMOVED 1, FOOT $2.00 $2, BRIDGE TERMINAL ASSEMBLY REMOVED 8.00 EACH $95.00 $ PAVEMENT REMOVED 2, SQ. YD. $22.00 $44, CATCH BASIN REMOVED 5.00 EACH $ $1, PIPE REMOVED FOOT $5.50 $1, HEADWALL REMOVED 3.00 EACH $ $ EMBANKMENT 4, CU. YD. $15.00 $67, EXCAVATION 2, CU. YD. $12.00 $26, SUBGRADE COMPACTION 2, SQ. YD. $0.40 $1, LINEAR GRADING, AS PER PLAN FOOT $30.00 $9, PAVEMENT PLANING, ASPHALT CONCRETE (3") SQ. YD. $11.00 $3, SP 304 AGGREGATE BASE CU. YD. $60.00 $26,520.00
9 19 SP 402 ASPHALT CONCRETE BASE COURSE OR CU. YD. $ $22, RECYCLED ASPHALT CONCRETE BASE COURSE, PG70-22 (1-3/4") 20 SP 404 ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $25, USING CRUSHED SLAG, PG70-22 (1-1/2") NON-TRACKING TACK COAT GAL. $1.00 $ NON-TRACKING TACK COAT FOR GAL. $1.00 $ INTERMEDIATE COURSE /4" ASPHALT CONCRETE INTERMEDIATE CU. YD. $ $5, COURSE, TYPE 2, PG /4" ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $5, TYPE 1, PG SPECIAL - PRESSURE RELIEF JOINT, TYPE B FOOT $86.00 $8, /2" NON-REINFORCED PORTLAND CEMENT 2, SQ. YD. $93.00 $194, CONCRETE PAVEMENT ROCK CHANNEL PROTECTION, TYPE C WITH 4.00 CU. YD. $ $ FILTER TIED CONCRETE BLOCK MAT, TYPE SQ. YD. $55.00 $6, SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC FOOT $16.00 $11, WRAP GUARDRAIL, TYPE MGS, USING STEEL POSTS 1, FOOT $19.20 $19, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, 8.00 EACH $2, $17, USING STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2, 4.00 EACH $ $2, USING STEEL POSTS MGS ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, MGS ANCHOR ASSEMBLY, TYPE T 4.00 EACH $ $3, CONCRETE MEDIAN SQ. YD. $ $11, CURB, TYPE 4-C FOOT $43.00 $3, SP 611 6" CONDUIT, TYPE F, FOOT $30.00 $2, SP " CONDUIT, TYPE B FOOT $45.00 $2, SP " CONDUIT, TYPE F, FOOT $65.00 $14, SP " CONDUIT, TYPE A, FOOT $ $2, SP 611 CATCH BASIN ADJUSTED TO GRADE 5.00 EACH $ $3,500.00
10 42 SP 611 CATCH BASIN, NO. CB EACH $2, $10, DETOUR SIGNING 1.00 LUMP SUM $4, $4, REPLACEMENT SIGN 3.00 EACH $ $ DELINEATOR 4.00 EACH $75.00 $ CONCRETE BARRIER, TYPE D FOOT $ $17, CONCRETE BARRIER END SECTION, TYPE D 4.00 EACH $2, $10, BARRIER REFLECTORS, 1-WAY EACH $8.40 $ SP 627 STONE SHOULDER PROTECTION CU. YD. $82.00 $2, SIGN ERECTED, FLAT SHEET, AS PER PLAN 2.00 EACH $15.00 $ GROUND MOUNTED STRUCTURAL BEAM FOOT $37.50 $1, SUPPORT, W10X GROUND MOUNTED STRUCTURAL BEAM 4.00 EACH $ $3, SUPPORT FOUNDATION REMOVAL OF GROUND MOUNTED SIGN AND 3.00 EACH $10.00 $30.00 DISPOSAL REMOVAL OF GROUND MOUNTED POST AND 3.00 EACH $20.00 $60.00 DISPOSAL REMOVAL OF GROUND MOUNTED MAJOR SIGN 2.00 EACH $ $ AND REERECTION REMOVAL OF GROUND MOUNTED 4.00 EACH $ $2, STRUCTURAL BEAM AND REERECTION ADDITIONAL SIGNS, GROUND MOUNTED, AS SQ. FT. $20.00 $ DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $4, $2, CENTER LINE, TYPE MILE $5, $ SEEDING AND MULCHING 3, SQ. YD. $1.80 $6, TOPSOIL CU. YD. $16.00 $6, DITCH EROSION PROTECTION SQ. YD. $2.00 $ VEGETATED BIOFILTER, AS PER PLAN SQ. YD. $12.00 $4, EROSION CONTROL 10, EACH $1.00 $10, STORM WATER POLLUTION PROTECTION PLAN 1.00 LUMP SUM $1, $1, SPECIAL PIPE CLEANOUT, 24" AND UNDER FOOT $5.00 $ SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 EACH $1, $2,400.00
11 68 SPECIAL PRECAST REINFORCED CONCRETE OUTLET 1.00 EACH $ $ A 202 CONCRETE BARRIER REMOVED FOOT $22.00 $1, Total: $665, STRUCTURES (Ref. Nos ) Ref. No. Item No. Description Quantity Units Unit Price Extension 69 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP SUM $350, $350, COFFERDAMS AND EXCAVATION BRACING 1.00 LUMP SUM $40, $40, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP SUM $30, $30, STEEL PILES, HP10x42, DRIVEN 1, FOOT $15.00 $21, STEEL PILES, HP10x42, FURNISHED 1, FOOT $35.00 $56, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , POUND $1.30 $238, DOWEL HOLES WITH NONSHRINK, EACH $23.00 $7, NONMETALLIC GROUT, AS PER PLAN CLASS QC1 CONCRETE, ABUTMENTS CU. YD. $ $73, INCLUDING FOOTINGS CLASS QC1 CONCRETE, PIERS CU. YD. $ $148, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE CU. YD. $1, $623, DECK SLAB 79 SP 511B CLASS S CONCRETE, BARRIERS AND CU. YD. $ $131, PARAPETS, USING TYPE 1 CEMENT 80 SP 511B CLASS HP4 CONCRETE FOR PREPLACEMENT TESTING CU. YD. $ $4, STRUCTURAL STEEL 179, POUND $2.10 $377, WELDED STUD SHEAR CONNECTORS 6, EACH $2.75 $18, SP 514A SURFACE PREPARATION OF EXISTING STEEL, 1.00 LUMP SUM $159, $159, SYSTEM OZEU 84 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME COAT, SYSTEM OZEU 1.00 LUMP SUM $80, $80,000.00
12 85 SP 514A FIELD PAINTING OF NEW AND EXISTING 1.00 LUMP SUM $60, $60, STEEL, INTERMEDIATE COAT, SYSTEM OZEU 86 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, FINISH COAT, SYSTEM OZEU 1.00 LUMP SUM $60, $60, SP 514A REMEDIATION OF CHLORIDES HOUR $ $5, SP 514A GRINDING FINS, TEARS, SLIVERS HOUR $60.00 $5, ELASTOMERIC BEARING PAD EACH $1, $26, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $ $10, SP 516B SEALING OF CONSTRUCTION JOINTS FOOT $6.00 $5, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $1, $27, SP 516J REPLACE FIXED BEARING DEVICE 5.00 EACH $1, $6, SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $36, SP 525A WORKER PROTECTION 1.00 LUMP SUM $3, $3, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET EACH $ $8, SP 525A ESTABLISH REGULATED AREAS 1.00 LUMP SUM $5, $5, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP SUM $10, $10, CLASSIFICATION, HANDLING, AND DISPOSAL 99 SP 525A CONTAINMENT SYSTEM 1.00 LUMP SUM $20, $20, REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $127, SP 527 FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES 1.00 LUMP SUM $210, $210, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL FOOT $ $39, STEEL JOINT 103 SP 536 CONCRETE WEATHERPROOFING, DECK AND 2, SQ. YD. $9.00 $23, APPROACH SLABS 104 SP 536 CONCRETE WEATHERPROOFING, SQ. YD. $10.00 $9, SUBSTRUCTURE 105 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN FOOT $ $61, LINK WITH SPECIALS) UNCLASSIFIED EXCAVATION CU. YD. $ $24, SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $4, $8, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $32.00 $3, SEAL POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $ $6,400.00
13 " PERFORATED CORRUGATED PLASTIC PIPE FOOT $10.00 $ " NON-PERFORATED CORRUGATED PLASTIC FOOT $22.00 $1, PIPE DYNAMIC LOAD TESTING 2.00 EACH $3, $6, TYPE C INSTALLATION FOOT $ $23, CRUSHED AGGREGATE SLOPE PROTECTION CU. YD. $ $8, Total: $3,203, TOTAL BID AMOUNT (ITEMS 1 THRU 114) $4,177,114.20
14 THE GREAT LAKES CONSTRUCTION COMPANY GENERAL (Ref. Nos. 1-5) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART. 6 PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND 1.00 LUMP SUM $42, $42, SP 614 MAINTAINING TRAFFIC 1.00 LUMP SUM $127, $127, SP 619 FIELD OFFICE 1.00 LUMP SUM $15, $15, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP SUM $40, $40, MOBILIZATION 1.00 LUMP SUM $100, $100, Total: $324, ROADWAY (Ref. Nos. 6-68) Ref. No. Item No. Description Quantity Units Unit Price Extension CLEARING AND GRUBBING 1.00 LUMP SUM $20, $20, GUARDRAIL REMOVED 1, FOOT $2.00 $2, BRIDGE TERMINAL ASSEMBLY REMOVED 8.00 EACH $95.00 $ PAVEMENT REMOVED 2, SQ. YD. $22.00 $44, CATCH BASIN REMOVED 5.00 EACH $ $3, PIPE REMOVED FOOT $18.00 $3, HEADWALL REMOVED 3.00 EACH $ $1, EMBANKMENT 4, CU. YD. $10.00 $45, EXCAVATION 2, CU. YD. $10.00 $22, SUBGRADE COMPACTION 2, SQ. YD. $2.50 $6, LINEAR GRADING, AS PER PLAN FOOT $15.00 $4, PAVEMENT PLANING, ASPHALT CONCRETE (3") SQ. YD. $11.00 $3, SP 304 AGGREGATE BASE CU. YD. $70.00 $30,940.00
15 19 SP 402 ASPHALT CONCRETE BASE COURSE OR CU. YD. $ $22, RECYCLED ASPHALT CONCRETE BASE COURSE, PG70-22 (1-3/4") 20 SP 404 ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $25, USING CRUSHED SLAG, PG70-22 (1-1/2") NON-TRACKING TACK COAT GAL. $1.00 $ NON-TRACKING TACK COAT FOR GAL. $1.00 $ INTERMEDIATE COURSE /4" ASPHALT CONCRETE INTERMEDIATE CU. YD. $ $5, COURSE, TYPE 2, PG /4" ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $5, TYPE 1, PG SPECIAL - PRESSURE RELIEF JOINT, TYPE B FOOT $80.00 $8, /2" NON-REINFORCED PORTLAND CEMENT 2, SQ. YD. $80.00 $167, CONCRETE PAVEMENT ROCK CHANNEL PROTECTION, TYPE C WITH 4.00 CU. YD. $ $ FILTER TIED CONCRETE BLOCK MAT, TYPE SQ. YD. $90.00 $10, SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC FOOT $14.00 $9, WRAP GUARDRAIL, TYPE MGS, USING STEEL POSTS 1, FOOT $19.20 $19, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, 8.00 EACH $2, $17, USING STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2, 4.00 EACH $ $2, USING STEEL POSTS MGS ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, MGS ANCHOR ASSEMBLY, TYPE T 4.00 EACH $ $3, CONCRETE MEDIAN SQ. YD. $ $12, CURB, TYPE 4-C FOOT $40.00 $3, SP 611 6" CONDUIT, TYPE F, FOOT $50.00 $4, SP " CONDUIT, TYPE B FOOT $70.00 $3, SP " CONDUIT, TYPE F, FOOT $85.00 $18, SP " CONDUIT, TYPE A, FOOT $ $1, SP 611 CATCH BASIN ADJUSTED TO GRADE 5.00 EACH $ $3,250.00
16 42 SP 611 CATCH BASIN, NO. CB EACH $3, $15, DETOUR SIGNING 1.00 LUMP SUM $5, $5, REPLACEMENT SIGN 3.00 EACH $ $ DELINEATOR 4.00 EACH $75.00 $ CONCRETE BARRIER, TYPE D FOOT $ $17, CONCRETE BARRIER END SECTION, TYPE D 4.00 EACH $4, $16, BARRIER REFLECTORS, 1-WAY EACH $8.40 $ SP 627 STONE SHOULDER PROTECTION CU. YD. $ $5, SIGN ERECTED, FLAT SHEET, AS PER PLAN 2.00 EACH $15.00 $ GROUND MOUNTED STRUCTURAL BEAM FOOT $37.50 $1, SUPPORT, W10X GROUND MOUNTED STRUCTURAL BEAM 4.00 EACH $ $3, SUPPORT FOUNDATION REMOVAL OF GROUND MOUNTED SIGN AND 3.00 EACH $10.00 $30.00 DISPOSAL REMOVAL OF GROUND MOUNTED POST AND 3.00 EACH $20.00 $60.00 DISPOSAL REMOVAL OF GROUND MOUNTED MAJOR SIGN 2.00 EACH $ $ AND REERECTION REMOVAL OF GROUND MOUNTED 4.00 EACH $ $2, STRUCTURAL BEAM AND REERECTION ADDITIONAL SIGNS, GROUND MOUNTED, AS SQ. FT. $18.00 $ DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $7, $5, CENTER LINE, TYPE MILE $7, $ SEEDING AND MULCHING 3, SQ. YD. $1.40 $4, TOPSOIL CU. YD. $22.00 $8, DITCH EROSION PROTECTION SQ. YD. $4.00 $1, VEGETATED BIOFILTER, AS PER PLAN SQ. YD. $4.00 $1, EROSION CONTROL 10, EACH $1.00 $10, STORM WATER POLLUTION PROTECTION PLAN 1.00 LUMP SUM $7, $7, SPECIAL PIPE CLEANOUT, 24" AND UNDER FOOT $50.00 $2, SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 EACH $1, $3,400.00
17 68 SPECIAL PRECAST REINFORCED CONCRETE OUTLET 1.00 EACH $ $ A 202 CONCRETE BARRIER REMOVED FOOT $60.00 $3, Total: $657, STRUCTURES (Ref. Nos ) Ref. No. Item No. Description Quantity Units Unit Price Extension 69 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP SUM $600, $600, COFFERDAMS AND EXCAVATION BRACING 1.00 LUMP SUM $50, $50, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP SUM $70, $70, STEEL PILES, HP10x42, DRIVEN 1, FOOT $15.00 $21, STEEL PILES, HP10x42, FURNISHED 1, FOOT $30.00 $48, SP 509 EPOXY COATED REINFORCING STEEL, GRADE 183, POUND $1.15 $211, DOWEL HOLES WITH NONSHRINK, EACH $40.00 $12, NONMETALLIC GROUT, AS PER PLAN CLASS QC1 CONCRETE, ABUTMENTS CU. YD. $ $95, INCLUDING FOOTINGS CLASS QC1 CONCRETE, PIERS CU. YD. $ $127, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE CU. YD. $ $453, DECK SLAB 79 SP 511B CLASS S CONCRETE, BARRIERS AND CU. YD. $ $112, PARAPETS, USING TYPE 1 CEMENT 80 SP 511B CLASS HP4 CONCRETE FOR PREPLACEMENT CU. YD. $ $5, TESTING STRUCTURAL STEEL 179, POUND $2.00 $359, WELDED STUD SHEAR CONNECTORS 6, EACH $3.10 $21, SP 514A SURFACE PREPARATION OF EXISTING STEEL, 1.00 LUMP SUM $118, $118, SYSTEM OZEU 84 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME COAT, SYSTEM OZEU 1.00 LUMP SUM $35, $35,000.00
18 85 SP 514A FIELD PAINTING OF NEW AND EXISTING 1.00 LUMP SUM $62, $62, STEEL, INTERMEDIATE COAT, SYSTEM OZEU 86 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, FINISH COAT, SYSTEM OZEU 1.00 LUMP SUM $62, $62, SP 514A REMEDIATION OF CHLORIDES HOUR $50.00 $2, SP 514A GRINDING FINS, TEARS, SLIVERS HOUR $50.00 $4, ELASTOMERIC BEARING PAD EACH $ $15, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $47.00 $4, SP 516B SEALING OF CONSTRUCTION JOINTS FOOT $3.00 $2, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $ $15, SP 516J REPLACE FIXED BEARING DEVICE 5.00 EACH $ $3, SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $20, SP 525A WORKER PROTECTION 1.00 LUMP SUM $2, $2, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET EACH $25.00 $1, SP 525A ESTABLISH REGULATED AREAS 1.00 LUMP SUM $1, $1, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP SUM $5, $5, CLASSIFICATION, HANDLING, AND DISPOSAL 99 SP 525A CONTAINMENT SYSTEM 1.00 LUMP SUM $25, $25, REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $106, SP 527 FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES 1.00 LUMP SUM $300, $300, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL FOOT $ $32, STEEL JOINT 103 SP 536 CONCRETE WEATHERPROOFING, DECK AND 2, SQ. YD. $7.00 $17, APPROACH SLABS 104 SP 536 CONCRETE WEATHERPROOFING, SQ. YD. $7.00 $6, SUBSTRUCTURE 105 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN FOOT $ $61, LINK WITH SPECIALS) UNCLASSIFIED EXCAVATION CU. YD. $ $36, SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $4, $9, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $45.00 $5, SEAL POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $ $8,000.00
19 " PERFORATED CORRUGATED PLASTIC PIPE FOOT $12.00 $ " NON-PERFORATED CORRUGATED PLASTIC FOOT $25.00 $2, PIPE DYNAMIC LOAD TESTING 2.00 EACH $3, $7, TYPE C INSTALLATION FOOT $ $26, CRUSHED AGGREGATE SLOPE PROTECTION CU. YD. $ $9, Total: $3,197, TOTAL BID AMOUNT (ITEMS 1 THRU 114) $4,179,724.75
20 BEAVER EXCAVATING COMPANY GENERAL (Ref. Nos. 1-5) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART. 6 PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND 1.00 LUMP SUM $25, $25, SP 614 MAINTAINING TRAFFIC 1.00 LUMP SUM $320, $320, SP 619 FIELD OFFICE 1.00 LUMP SUM $40, $40, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP SUM $60, $60, MOBILIZATION 1.00 LUMP SUM $100, $100, Total: $545, ROADWAY (Ref. Nos. 6-68) Ref. No. Item No. Description Quantity Units Unit Price Extension CLEARING AND GRUBBING 1.00 LUMP SUM $5, $5, GUARDRAIL REMOVED 1, FOOT $2.00 $2, BRIDGE TERMINAL ASSEMBLY REMOVED 8.00 EACH $95.00 $ PAVEMENT REMOVED 2, SQ. YD. $25.38 $50, CATCH BASIN REMOVED 5.00 EACH $ $3, PIPE REMOVED FOOT $18.00 $3, HEADWALL REMOVED 3.00 EACH $ $2, EMBANKMENT 4, CU. YD. $18.00 $81, EXCAVATION 2, CU. YD. $7.50 $16, SUBGRADE COMPACTION 2, SQ. YD. $2.00 $5, LINEAR GRADING, AS PER PLAN FOOT $12.00 $3, PAVEMENT PLANING, ASPHALT CONCRETE (3") SQ. YD. $11.00 $3, SP 304 AGGREGATE BASE CU. YD. $55.00 $24,310.00
21 19 SP 402 ASPHALT CONCRETE BASE COURSE OR CU. YD. $ $22, RECYCLED ASPHALT CONCRETE BASE COURSE, PG70-22 (1-3/4") 20 SP 404 ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $25, USING CRUSHED SLAG, PG70-22 (1-1/2") NON-TRACKING TACK COAT GAL. $1.00 $ NON-TRACKING TACK COAT FOR GAL. $1.00 $ INTERMEDIATE COURSE /4" ASPHALT CONCRETE INTERMEDIATE CU. YD. $ $5, COURSE, TYPE 2, PG /4" ASPHALT CONCRETE SURFACE COURSE, CU. YD. $ $5, TYPE 1, PG SPECIAL - PRESSURE RELIEF JOINT, TYPE B FOOT $ $14, /2" NON-REINFORCED PORTLAND CEMENT 2, SQ. YD. $94.00 $196, CONCRETE PAVEMENT ROCK CHANNEL PROTECTION, TYPE C WITH 4.00 CU. YD. $ $1, FILTER TIED CONCRETE BLOCK MAT, TYPE SQ. YD. $95.00 $11, SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC FOOT $18.00 $12, WRAP GUARDRAIL, TYPE MGS, USING STEEL POSTS 1, FOOT $19.20 $19, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, 8.00 EACH $2, $17, USING STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2, 4.00 EACH $ $2, USING STEEL POSTS MGS ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, MGS ANCHOR ASSEMBLY, TYPE T 4.00 EACH $ $3, CONCRETE MEDIAN SQ. YD. $ $13, CURB, TYPE 4-C FOOT $38.00 $3, SP 611 6" CONDUIT, TYPE F, FOOT $33.92 $2, SP " CONDUIT, TYPE B FOOT $ $5, SP " CONDUIT, TYPE F, FOOT $ $22, SP " CONDUIT, TYPE A, FOOT $ $3, SP 611 CATCH BASIN ADJUSTED TO GRADE 5.00 EACH $ $3,750.00
22 42 SP 611 CATCH BASIN, NO. CB EACH $3, $17, DETOUR SIGNING 1.00 LUMP SUM $4, $4, REPLACEMENT SIGN 3.00 EACH $ $ DELINEATOR 4.00 EACH $75.00 $ CONCRETE BARRIER, TYPE D FOOT $ $17, CONCRETE BARRIER END SECTION, TYPE D 4.00 EACH $2, $10, BARRIER REFLECTORS, 1-WAY EACH $8.40 $ SP 627 STONE SHOULDER PROTECTION CU. YD. $ $5, SIGN ERECTED, FLAT SHEET, AS PER PLAN 2.00 EACH $15.00 $ GROUND MOUNTED STRUCTURAL BEAM FOOT $37.50 $1, SUPPORT, W10X GROUND MOUNTED STRUCTURAL BEAM 4.00 EACH $ $3, SUPPORT FOUNDATION REMOVAL OF GROUND MOUNTED SIGN AND 3.00 EACH $10.00 $30.00 DISPOSAL REMOVAL OF GROUND MOUNTED POST AND 3.00 EACH $20.00 $60.00 DISPOSAL REMOVAL OF GROUND MOUNTED MAJOR SIGN 2.00 EACH $ $ AND REERECTION REMOVAL OF GROUND MOUNTED 4.00 EACH $ $2, STRUCTURAL BEAM AND REERECTION ADDITIONAL SIGNS, GROUND MOUNTED, AS SQ. FT. $50.00 $ DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $4, $2, CENTER LINE, TYPE MILE $5, $ SEEDING AND MULCHING 3, SQ. YD. $1.80 $6, TOPSOIL CU. YD. $12.60 $4, DITCH EROSION PROTECTION SQ. YD. $2.00 $ VEGETATED BIOFILTER, AS PER PLAN SQ. YD. $25.00 $9, EROSION CONTROL 10, EACH $1.00 $10, LUMP SUM $6, $6, STORM WATER POLLUTION PROTECTION PLAN 66 SPECIAL PIPE CLEANOUT, 24" AND UNDER FOOT $55.00 $3, SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 EACH $2, $5,000.00
23 68 SPECIAL PRECAST REINFORCED CONCRETE OUTLET 1.00 EACH $ $ A 202 CONCRETE BARRIER REMOVED FOOT $40.00 $2, Total: $716, STRUCTURES (Ref. Nos ) Ref. No. Item No. Description Quantity Units Unit Price Extension 69 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP SUM $498, $498, COFFERDAMS AND EXCAVATION BRACING 1.00 LUMP SUM $63, $63, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP SUM $40, $40, STEEL PILES, HP10x42, DRIVEN 1, FOOT $25.00 $35, STEEL PILES, HP10x42, FURNISHED 1, FOOT $27.00 $43, SP 509 EPOXY COATED REINFORCING STEEL, GRADE 183, POUND $1.25 $229, DOWEL HOLES WITH NONSHRINK, EACH $26.74 $8, NONMETALLIC GROUT, AS PER PLAN CLASS QC1 CONCRETE, ABUTMENTS CU. YD. $1, $133, INCLUDING FOOTINGS CLASS QC1 CONCRETE, PIERS CU. YD. $1, $170, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE CU. YD. $1, $623, DECK SLAB 79 SP 511B CLASS S CONCRETE, BARRIERS AND CU. YD. $ $141, PARAPETS, USING TYPE 1 CEMENT 80 SP 511B CLASS HP4 CONCRETE FOR PREPLACEMENT CU. YD. $ $9, TESTING STRUCTURAL STEEL 179, POUND $2.75 $494, WELDED STUD SHEAR CONNECTORS 6, EACH $3.00 $20, SP 514A SURFACE PREPARATION OF EXISTING STEEL, 1.00 LUMP SUM $145, $145, SYSTEM OZEU 84 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME COAT, SYSTEM OZEU 1.00 LUMP SUM $45, $45,000.00
24 85 SP 514A FIELD PAINTING OF NEW AND EXISTING 1.00 LUMP SUM $99, $99, STEEL, INTERMEDIATE COAT, SYSTEM OZEU 86 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, FINISH COAT, SYSTEM OZEU 1.00 LUMP SUM $60, $60, SP 514A REMEDIATION OF CHLORIDES HOUR $ $15, SP 514A GRINDING FINS, TEARS, SLIVERS HOUR $ $13, ELASTOMERIC BEARING PAD EACH $1, $20, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $ $14, SP 516B SEALING OF CONSTRUCTION JOINTS FOOT $7.58 $7, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $2, $58, SP 516J REPLACE FIXED BEARING DEVICE 5.00 EACH $2, $12, SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $50, SP 525A WORKER PROTECTION 1.00 LUMP SUM $3, $3, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET EACH $50.00 $2, SP 525A ESTABLISH REGULATED AREAS 1.00 LUMP SUM $5, $5, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP SUM $5, $5, CLASSIFICATION, HANDLING, AND DISPOSAL 99 SP 525A CONTAINMENT SYSTEM 1.00 LUMP SUM $15, $15, REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $127, SP 527 FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES 1.00 LUMP SUM $240, $240, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL FOOT $ $36, STEEL JOINT 103 SP 536 CONCRETE WEATHERPROOFING, DECK AND 2, SQ. YD. $10.45 $26, APPROACH SLABS 104 SP 536 CONCRETE WEATHERPROOFING, SQ. YD. $12.54 $12, SUBSTRUCTURE 105 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN FOOT $ $61, LINK WITH SPECIALS) UNCLASSIFIED EXCAVATION CU. YD. $ $36, SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $4, $9, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $75.00 $8, SEAL POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $ $6,400.00
25 " PERFORATED CORRUGATED PLASTIC PIPE FOOT $15.00 $1, " NON-PERFORATED CORRUGATED PLASTIC FOOT $15.00 $1, PIPE DYNAMIC LOAD TESTING 2.00 EACH $3, $7, TYPE C INSTALLATION FOOT $ $26, CRUSHED AGGREGATE SLOPE PROTECTION CU. YD. $ $9, Total: $3,689, TOTAL BID AMOUNT (ITEMS 1 THRU 114) $4,951,591.11
Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)
General Info Number: PROJECT NO. 43-18-02 Description: BRIDGE DECK REPAIR AND REHABILITATION PERRYSBURG-HOLLAND ROAD OVER THE OHIO TURNPIKE, M.P. 59.0 HESSVILLE ROAD OVER THE OHIO TURNPIKE, M.P. 84.4 LUCAS
More information***PROJECT NO AWARDED TO E.S. WAGNER VIA RESOLUTION NO ON JANUARY 19, 2016***
General Info Number: PROJECT NO. 43-16-03 Description: Deadline: BRIDGE DECK REPLACEMENT AND REHABILITATION, CLIFTON-GUNN ROAD OVER OHIO TURNPIKE M.P. 21.4, RUEGER-SHETLER ROAD OVER OHIO TURNPIKE M.P.
More informationEASTBOUND AND WESTBOUND ROADWAYS MILEPOST TO MILEPOST OTTAWA AND SANDUSKY COUNTIES, OHIO
General Info Number: Description: Deadline: PROJECT NO. 59-18-04 (RE-BID) PAVEMENT REPAIRS EASTBOUND AND WESTBOUND ROADWAYS MILEPOST 80.50 TO MILEPOST 86.15 OTTAWA AND SANDUSKY COUNTIES, OHIO JULY 3, 2018
More informationREPAIRS AND RESURFACING, VERMILION VALLEY SERVICE PLAZA, MILEPOST , LORAIN COUNTY, OHIO MAY 23, 2016 AT 2:00 P.M.
General Info Number: Description: Deadline: (Estimated Cost: $1,000,000) PROJECT NO. 53-16-03 REPAIRS AND RESURFACING, VERMILION VALLEY SERVICE PLAZA, MILEPOST 139.50, LORAIN COUNTY, OHIO MAY 23, 2016
More informationSECTION VII ROADWAY AND SITE IMPROVEMENTS
SECTION VII ROADWAY AND SITE IMPROVEMENTS TOC-VII.1 of 4 TABLE OF CONTENTS ROADWAY AND SITE IMPROVEMENTS No. Title I-1 Alley Intersection (Commercial Areas) I-2 Valley Gutter For 90 Intersection I-3 Typical
More informationWORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES
WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES April 1, 2017 WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES Table of Contents
More informationTabulation of Bids. Counties:
Page 1 of 27 0001 151006M PERFORMANCE BOND AND PAYMENT BOND 0004 153003P PROGRESS SCHEDLE 0005 153005M PROGRESS SCHEDLE PDATE 0006 154003P MOBILIZATION 0009 157004M CONSTRCTION LAYOT 0010 157006M MONMENT
More informationKansas Department of Transportation DISTRICT 1. Project(s): Max: Min:
Page 1 of 10 SECTION: 01 COMMON ITEMS Cat Alt Set: Cat Alt Member: LCC: 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 070580 FLAGGER (SET PRICE) (1) LS (1) LS 1.000 HOUR 86,800.00000 86,800.00 3,375.50000
More informationKansas Department of Transportation. Tabulation of Bids
Page 1 of 17 SECTION: 1 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 020100 CONTRACTOR CONSTRUCTION STAKING 4 025600 FIELD OFFICE AND LABORATORY (TYPE A) 5 071554 CONCRETE FOR SEAL
More informationAPPENDIX E Activity Defect Assignment
APPENDIX E Activity Defect Assignment Activity Defect Pct Applicable 2010-ML - SHALLOW PATCHING (STN - 2010-TL - SHALLOW PATCHING (STN - 2020-ML - DEEP PATCHING (STN - 2020-TL - DEEP PATCHING (STN - 2030-ML
More informationITEM 400 STRUCTURAL EXCAVATION AND BACKFILL
AFTER MARCH 1, 2012 ITEM 400 STRUCTURAL EXCAVATION AND BACKFILL 400.1 Description. This item shall govern for all excavation required for the construction of all structures, except pipe or box sewers for
More informationGerald P. Oliveto, P.E. George Franz NJDOT
Gerald P. Oliveto, P.E. George Franz NJDOT Bridge preservation is defined as actions or strategies that prevent, delay or reduce deterioration of bridges or bridge elements, restore the function of existing
More informationCITY OF SALEM DEPARTMENT OF PUBLIC WORKS STANDARD DRAWINGS TABLE OF CONTENTS
001-099 100-199 200-299 Stormwater 300-399 400-499 500-599 600-699 700-799 800-899 Miscellaneous Sewers and Drains Streets Water Structures Earthwork Street Lighting and Traffic Signals Landscape and Irrigation
More informationKansas Department of Transportation DISTRICT 2. Project(s): Min: Max:
Page 1 of 13 SECTION: 01 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 025200 REMOVAL OF EXISTING STRUCTURES 4 020100 CONTRACTOR CONSTRUCTION STAKING 5 025602 FIELD OFFICE AND LABORATORY
More informationDuke Street (Route 236) Over I Bridge Plan & Elevation
Duke Street (Route 236) Over I-395 - ridge Plan & Elevation ity of Alexandria Exist. sign structure supports on bridge fascia to be removed in 395 express lanes project Abutment A Sta. 102+03.02 E 41-1"
More informationFederal Project No.: STP-007-8(154)
Schedule of Items Page: 2 Oversight/State Project : (NFO)0616-007-450, M501 Federal Project : STP-007-8(154) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING (CONSTRUCTION) 0030 301 00110
More informationRoaDrain Synthetic Subsurface Drainage Layer (SSDL)
RoaDrain Synthetic Subsurface Drainage Layer (SSDL) INSTALLATION QUALITY ASSURANCE MANUAL Contents 1.0 INTRODUCTION... 1 2.0 ROLL PACKAGING... 1 3.0 MATERIAL DELIVERY... 1 4.0 UNLOADING & STORAGE PROCEDURES...
More informationBridge Failures in Alberta
Introduction Bridge Failures in Alberta Bridges are inspected for three primary reasons safety of bridge system maintenance of bridges management of bridge system Inventory or management of the system
More informationHospital Link Project Project Update November 2017
Hospital Link Project Project Update November 2017 General The project provides a link from Riverside Drive and the Transitway to the Hospital Link Road. Construction is well underway. Read on for important
More informationExisting conditions of each bridge and repair plan are presented in Table
2.2.2.5 Drainage Structure (1) Bridge Along the concerned section of this project road, there are 4 constructed bridges. The carriageway widths of existing bridges are designed to fit with existing road
More informationEXHIBT A - BID FORM SUNSET VALLEY GOLF COURSE. Golf Course Master Plan Implementation. Date: December 1, 2016
EXHIBT A - BID FORM SUNSET VALLEY GOLF COURSE I. CONTRACTOR MOBILIZATION Golf Course Master Plan Implementation Date: December 1, 2016 Includes the contractor mobilizing on-site with equipment, materials
More information2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS
CITY OF REDMOND, OREGON 2010 STANDARD SPECIFICATIONS STANDARD DRAWINGS TABLE OF CONTENTS SECTION 1 TRENCHES TITLE 1-1 Utility Trench 1-2 Water Line & Sewer Line Separation 1-3 RR X-ING Single/Joint Use
More informationSTAKING TRAFFIC CONTROL SIGNAL SYSTEMS
Locating the components of a traffic control signal is not an exact science; many factors influence the location of the components. These factors include: lane widths, radii, pedestrian curb ramp requirements,
More informationTabulation of Bids. Counties:
Page 1 of 16 0001 151006M PERFORMANCE BOND AND PAYMENT BOND 0004 153003P PROGRESS SCHEDLE 0005 153005M PROGRESS SCHEDLE PDATE 0006 153011M TRAINEES 0007 154003P MOBILIZATION 0010 157004M CONSTRCTION LAYOT
More informationKansas Department of Transportation DISTRICT U / HSIP-U054(101) Project(s): Min: Max:
Page 1 of 11 518061 AMINO BROTHERS SECTION: 01 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 020100 CONTRACTOR CONSTRUCTION STAKING 4 025200 REMOVAL OF EXISTING STRUCTURES 5 070580 FLAGGER
More informationADOT Maintenance Data Collection Guide
ADOT Maintenance Data Collection Guide January 1, 2009 Prepared for Arizona Department of Transportation Prepared by Jani Demaree and Cambridge Systematics, Inc. 100 CambridgePark Drive, Suite 400 ADOT
More informationSECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS
SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS Section Page 48-1 GENERAL...48.1 48-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS...48.1 48-3 PAINTED TRAFFIC STRIPES AND PAVEMENT
More informationChutes Part 2: Synthetic linings
s Part 2: Synthetic linings DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control [1] Soil Treatment Permanent [2] [1] s can
More informationCHAPTER 8 STAKING SIGNALS AND LIGHTING FIELD GUIDE. 8.1 Staking Traffic Control Signal Systems
CHAPTER 8 STAKING STAKING Correct staking of traffic control signal or lighting systems is critical to the appropriate placement of system components. 8.1 Traffic Control Signal Systems Locating the components
More informationFENCE RENTAL, PURCHASE, INSTALLATION, SUPPLIES & SERVICE - REQUIREMENTS CONTRACT INVITATION FOR BID PRICE SHEET ATTACHMENT E
IT IS NOT ANTICIPATED THAT ONE COMPANY CAN PROVIDE ALL GROUPS, PLEASE PROVIDE PRICING ONLY ON THE GROUPS YOU CAN PROVIDE SERVICES FOR. This document is to be used by the Bidder to specify proposed Rates.
More informationCDBG HANDICAP RAMPS 4TH TO 5TH STREET, EDDY TO SYCAMORE AND LIONS PARK IMPROVMENTS GRAND ISLAND, NEBRASKA INDEX OF SHEETS DESCRIPTION SHEET NO.
CDBG HANDICAP RAMPS PROJECT NO. 1 4TH TO 5TH STREET, EDDY TO SYCAMORE AND LIONS PARK IMPROVMENTS GRAND ISLAND, NEBRASKA INDEX OF SHEETS DESCRIPTION 1 TITLE SHEET 2 SUMMARY OF QUANTITIES 3-4 DETAS 5-23
More informationReplace sanitary manhole casting (CITY to furnish casting); complete as specified Each $ $23,600.00
30) Wood Sewer & Excavating, Inc. E9238 County Road X New London, WI 54961 Quantity Unit Price Extension Section 1: Sanitary Manhole Rebilitation $581,301.80 100 Replace sanitary manhole casting (CITY
More informationNotice of Intent to Close Inactive CCR Surface Impoundments
Notice of Intent to Close Inactive CCR Surface Impoundments Virginia Electric and Power Company Possum Point Power Station Coal Combustion Residual Surface Impoundments A, B, C, D, and E Dumfries, Virginia
More informationList of Figures. List of Tables
City of Columbia Engineering Regulations PART 19: SPECIFICATIONS FOR FENCING MATERIALS Table of Contents Paragraph Description Page No. 19.1 General 19-1 19.2 Construction Materials 19-1 List of Figures
More informationSECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS
SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS Section Page 48-1 GENERAL... 48.1 48-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS... 48.1 48-3 PAINTED TRAFFIC STRIPES AND
More informationSECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN
SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN Table of Contents Page No 1A.1 GENERAL...1 1A.1.1 DESIGN CONTROLS...1 1A.2 MAINLINE ROADWAYS...4 1A.2.1 ROADWAY DESIGNATION...4 1A.2.2 DESIGN SPEED...4 1A.2.3
More informationTabulation of Bids. Counties: Project(s):
Page: 1 14 ROTE 94, ROTE 46 TO OLD COACH RD Quantity and nits nit Price nit Price nit Price 0001 151006M PERFORMANCE BOND AND PAYMENT BOND 0004 154003P MOBILIZATION 0007 157004M CONSTRCTION LAYOT 0012
More informationPavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT. February 12, 2015
Pavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT February 12, 2015 What is Pavement Management? At a Network Level: Pavement management refers to a systematic
More informationAnnual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1
Annual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1 Ottumwa-Midland Landfill Prepared for: Ottumwa-Midland Landfill 15300 130 th Street Ottumwa, Iowa 52501 Prepared by: SCS ENGINEERS
More informationRio Intersection Traffic Restrictions Begin Monday
May 18, 2016 8 Rio Intersection Traffic Restrictions Begin Monday This special edition of the Route 29 Solutions e mail newsletter includes everything you need to know about the May 23 through September
More informationWYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)
WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION
More informationCounty of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS
County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 48 TRAFFIC STRIPES AND PAVEMENT MARKINGS 48-1 GENERAL Traffic stripes and pavement markings shall
More informationDistrict Construction Projects
District 7 2014 Construction Projects Ohio Department of Transportation District 7 AUG-116/197-8.22/5.10 Auglaize County Projects 2014 AUG-65-13.19 AUG-VAR AUG-196-4.15 AUG-67-3.45 AUG-VAR AUG-Heritage
More informationWYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways
WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to
More informationSummary of Findings Concerning Longitudinal Cracking on 16' Wide Ramps
Summary of Findings Concerning Longitudinal Cracking on 16' Wide Ramps Office of Pavement Engineering October 14, 2003 Abstract: This paper summarizes the current practice in ODOT regarding the construction
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO MSAS 123 (2 ND AVE. SW) OVER THE CANNON RIVER CITY OF FARIBAULT, RICE COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 66546 MSAS 123 (2 ND AVE. SW) OVER THE CANNON RIVER CITY OF FARIBAULT, RICE COUNTY SEPTEMBER 13, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION
More informationNorthside School Class I Bike Path, Cool, CA Application Attachments
PLHD Grant Application, 12/9/2011 County of El Dorado Department of Transportation Northside School Class I Bike Path, Cool, CA Application Attachments 1. Project Site Map 2. Auburn State Recreation Area
More informationCulvert Safety Inspection Report
Culvert Safety Inspection Report Facility Federal Structure ID Inspector Name Agency/Consultant Inspection Date LEGEND Haggerty Rd (South) N/A RL/JF GLEG 1/26/2016 9 New Feature Latitude Longitude Struc
More informationPROPOSAL. PROPOSAL OF, a corporation a
PROPOSAL PROPOSAL OF, a corporation a partnership consisting of and an individual doing business as TO THE SAN ANTONIO WATER SYSTEM: Pursuant to Instruction and Invitations to Bidders, the undersigned
More informationCITY OF ROCK ISLAND. 46th Street Reconstruction North of 28th Avenue to 29th Avenue. 29th Avenue Reconstruction 46th Street to 47th Avenue Court
46th Street Reconstruction North of 28th Avenue to 29th Avenue 29th Avenue Reconstruction 46th Street to 47th Avenue Court 47th Street Court Reconstruction 29th Avenue to Cul-de-sac CITY OF ROCK ISLAND
More informationCity of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS
SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable
More informationEarthen Embankments. turning into larger, more costly repairs. The following. The State Dam Safety Program has inspection
TOPIC: COMMON PROBLEMS FOR SMALL DAMS WITH CONCRETE CHANNEL SPILLWAYS The State Dam Safety Program has inspection requirements for state regulated dams. A dam, like any man-made structure, will change
More informationTabulation of Bids. Counties: ROUTE 202,ALEXAUKEN CREEK ROAD TO RT 179/CR514
Page 1 of 17 18 HNTERDON ROTE 202,ALEXAKEN CREEK ROAD TO RT 179/CR514 Quantity and nits nit Price nit Price nit Price SECTION: 0001 ROADWAY 0001 151006M PERFORMANCE BOND AND PAYMENT BOND 0004 153003P PROGRESS
More informationPAL Material Listing by Company. Material for Joints 1057
Material for Joints 1057 Dowel Bar Epoxy Ctd Gr80 1 1/2 Reporting Unit = each Nov 1, 2020 12:00:00 AM Formed Waterstop Plastic Waterstop Joint Material Reporting Unit = feet Nov 1, 2020 12:00:00 AM Concrete
More informationBARRIER OFFSET 0" A 6" 6" A 12" 12" A 26" A 26" 3A OR 4A L OR S * ** L OR S L OR S
ACCEPTABLE (TCB) TYPES AND ANCHORING DETAILS BASED ON UNDERLYING SURFACE TYPE AND BARRIER OFFSET FROM DROP-OFF BARRIER OFFSET UNDERLYING SURFACE 0" A 6" 6" A 12" 12" A 26" A 26" TCB TYPE DETAIL TCB TYPE
More informationCITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS
CITY OF ROSEVILLE DESIGN AND CONSTRUCTION DETAILS Trench Backfill Utility Trench Paving Backfill and Embedment TB 1 HDPE, SRHDPE & PVC Storm Drain Pipe Only (Nonrigid) Bedding and Backfill TB2 Deep Cut
More informationJAP Additional Information Sheet
JAP Additional Information Sheet Block 15: Purpose and Need The USACE purpose of the project is to provide a safe and reliable whitewater park for the recreational public in a city park, which will provide
More informationTYPICAL CONTRACTION JOINT PLAN TYPICAL EXPANSION JOINT PLAN T LOCATION AND DETAIL OF JOINTS FOR SIDEWALK
CURB EXPANSION JOINTS (TYP) BOULEVARD 5 t /4 TOOLED EDGES EXPANSION JOINTS (TYP) CONTRACTION JOINTS (TYP) 2 m (TYP) BOULEVARD CURB EXPANSION JOINTS (TYP) EVERY 6 m PLAN TYPICAL CONTRACTION JOINT CURB 12
More informationIllini Union Champaign, IL. February 24, Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering
Illini Union Champaign, IL February 24, 2015 Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering Temporary Concrete Barrier Pinning and Drop-off Policy
More informationCity of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS
City of Regina Standard Construction Specifications SECTION 2999 LIST OF ROADWAY STANDARD DRAWINGS R-1 Alternate Pavement Structures Sep/16 R-2 No Drawing Jan/17 R-2A Typical Cross Sections for Granular
More informationThe first lift, mainline, shall be placed using a spray paver.
Page 1 of 15 The first lift, mainline, shall be placed using a spray paver. No patches shall be left open without proper traffic control. 11. The contractor shall be responsible for noting the location
More informationTRAFFIC CONTROL DEVICES
TRAFFIC CONTROL DEVICES SIGNS Temporary traffic control work zone signs include regulatory, warning and guide signs utilized to provide regulations, warnings and guidance information to road users impacted
More informationPerched Box Caisson Overview. January 2014
Perched Box Caisson Overview January 2014 Why perched box caissons? Perched box caissons are used to construct the portion of the river piers that will support the steel arch spans Construction can occur
More informationRiverside County Transportation Department Summary of Bids Project BOS Approval: July 25, 2017 (Agenda Item No. 3.60)
Company Name Base Bid Schedule A Base Bid Schedule B Total COUNTY'S ESTIMATE 367,150.00 328,300.00 $695,450.00 1 All American Asphalt 481,360.00 108,180.00 $589,540.00 2 PTM General Eng Services, Inc.
More informationFall Protection. 29 CFR Appendix C 29 CFR 1926 Subpart M
Fall Protection 29 CFR 1910.66 Appendix C 29 CFR 1926 Subpart M Duty to Have Fall Protection Provide fall protection systems which meet the criteria of 1926 and 1910 Make fall protection an integral part
More informationCulvert Design An Overview of the NYS Highway Design Manual Chapter 8
Seventeenth Statewide Conference on Local Bridges Culvert Design An Overview of the NYS Highway Design Manual Chapter 8 Tuesday, October 25, 2011 Training Session: Culvert Design, Analysis - talk 2 Presented
More informationCross Section Elements
Chapter Four Cross Section Elements Many of the basic geometric criteria for design of the various cross section elements were described as design standards in Chapter Three. This chapter provides more
More informationAPPENDIX G SIGNAGE AND STRIPING SUPPLEMENT
APPENDIX G SIGNAGE AND STRIPING SUPPLEMENT DOUGLAS COUNTY SIGNAGE AND STRIPING SUPPLEMENT TO DOUGLAS COUNTY ROADWAY DESIGN & CONSTRUCTION STANDARDS UPDATED MAY 2018 TABLE OF CONTENTS 1.00: GENERAL REQUIREMENTS...
More informationEstimating Highway Maintenance Work 2008
Purdue University Purdue e-pubs Indiana Local Technical Assistance Program (LTAP) Publications Indiana Local Technical Assistance Program (LTAP) 5-2008 Estimating Highway Maintenance Work 2008 Ohio Department
More informationPaul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering. Minnesota Department of Transportation (the Department)
To: From: Paul Huston, P.E., Design-Build Coordinator Chuck Gonderinger, HDR Engineering Date: March 20, 2001 Subject: Roadway Geometric Design Criteria Project: TH 14/218 Design-Build Project, SP 7408-29,
More informationWeymouth - Abington Route 18 Widening and Reconstruction Project File No
Weymouth - Abington Route 18 Widening and Reconstruction Project File No. 601630 PROJECT LOCATION Project Limit Previously Completed Signalized Intersections (Typical) Route 18 Widening Bridge No. W-32-013
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 4 - OTTER TAIL COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. L0885 TWP NO. 970 OVER THE OTTER TAIL RIVER DISTRICT 4 - OTTER TAIL COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationFY STATEWIDE TRANSPORTATION IMPROVEMENT PROGRAM New Jersey Department of Transportation Projects
Cape May-Lewes Ferry 00377A 00377A This project will provide for the rehabilitation of the approach roads and signage for the Cape May- Lewes ferry. Other roadside features will be upgraded to meet present
More informationSWIMMING POOL, SPA, & HOT TUB GUIDELINES
SWIMMING POOL, SPA, & HOT TUB GUIDELINES A. Adopted construction codes and installation requirements 1. 2015 edition of the International Residential Code and Appendix Q, 2. 2014 edition of the National
More informationSafety Barrier System Acceptance Conditions SMART Steel Crash Cushion
Safety Barrier System Acceptance Conditions SMART Steel Crash Cushion The SMART Steel Crash Cushion is accepted for use on the New South Wales classified road network. The acceptance is based on the determination
More informationTABLE OF WHITE PAVEMENT LETTERS ITEM ALIGN CL STATION SIDE DESCRIPTION C RT BIKE THROUGH ARROW 1
WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES, 20 MILS ITEM 685.11 (FT) CL STATION ALIGN FROM TO SIDE DESCRIPTION FACTOR LENGTH (FT) E 18+62 62 18+79.19 RT STOP BAR 6 16.6 99.4 E 18+55 00 20+08.00 LT B KE
More informationBID SUMMARY SHEET. S. Brothers Inc. CONTRACTOR'S NAME CONTRACT QUANTITY & UNIT UNIT PRICE AMOUNT
CONTRACT. 13-31-01 : TALMADGE ROAD RESURFACING Fischer Contracting Inc. Z Brothers Concrete Contractors Inc. S. Brothers Inc. 10 Short Hills Ln 304 Jernee Mill Rd P.O. Box 317 Scotch Plains, NJ 07076 Sayreville,
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 4 - OTTER TAIL COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. L0885 TWP NO. 970 OVER THE OTTER TAIL RIVER DISTRICT 4 - OTTER TAIL COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationKCRC Ma On Shan Line. Railway Development in Hong Kong. Tai Wai Station and Maintenance Centre
Railway Development in Hong Kong KCRC Ma On Shan Line Tai Wai Station and Maintenance Centre Overview of the Maintenance Centre of the Ma On Shan Line at Tai Wai, as seen in early 2002. The Centre is a
More informationHIR on Oklahoma Turnpikes
HIR on Oklahoma Turnpikes Tammy Robinson, P.E., Division Engineer EST, Inc. Stephen A. Cross, PhD, PE Professor, Oklahoma State Executive Director Pavement Recycling & Reclaiming Center HIR on Oklahoma
More informationFall Protection Resource Guide P AGE 1
Fall Protection Resource Guide P AGE 1 As a Home Builder, we do not self-perform any work. This section is a resource guide only and is not intended to put any requirements on the company. All subcontractors,
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 8 - LAC QUI PARLE COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 6391 CSAH NO. 33 OVER THE MINNESOTA RIVER DISTRICT 8 - LAC QUI PARLE COUNTY OCTOBER 22, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY
More informationTacoma Streets 101. City of Tacoma - Citizen Neighborhood Street Improvement and Safety Task Force
1 Tacoma Streets 101 2 Streets Maintenance Overview Type and amount of streets Condition and types of construction Maintenance and repair methods and costs Sample Project Philosophy/Selection Criteria
More informationAlberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999
Alberta Infrastructure HIGHWAY GEOMETRIC DESIGN GUIDE AUGUST 1999,1'(; A ACCELERATION Data on acceleration from stop D-29 Effects of grade D-35 Intersections D-97, D-99 Lanes D-97, F-5, F-7, F-15, F-21,
More informationInitial Annual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1
Initial Annual CCR Landfill Inspection OML Existing Landfill OML Expansion Phase 1 Ottumwa-Midland Landfill Prepared for: Ottumwa-Midland Landfill 15300 130 th Street Ottumwa, Iowa 52501 Prepared by: SCS
More informationNon-Motorized Overpass at SR 5/US1
Non-Motorized Overpass at SR 5/US1 And SR 97/SW th Street (Bird Road) Executive Summary March 9, 17 Prepared By: MARLIN Engineering Inc 17 NW th Avenue, Ste. 1 Plantation, FL 33313 P: 35.77.7575 www.marlinengineering.com
More informationSMART STEEL CRASH CUSHION
APRIL 2015 DETAIL SHEET SMART STEEL CRASH CUSHION VicRoads Requirements Refer to Austroads - Safety Barrier System Acceptance Conditions for the SMART Steel Crash Cushion. All requirements listed by Austroads
More informationFINAL REPORT. Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County. Submitted By:
FINAL REPORT Yonkers Creek Migration Barrier Removal Project Wonderstump Road Del Norte County Submitted By: Del Norte County Community Development Department Yonkers Creek Migration Barrier Removal Project
More informationAnnex E Bridge Pier Protection Plan
Annex E Bridge Pier Protection Plan Table E1 Bridge Types and Locations Table E2 Flow Conditions For River Sections Figure E1 Bridge Abutment Protection Figure E2 Bridge Pier Protection Figure E3 Central
More informationPUBLIC WORKS DEPARTMENT SIGN AND MARKING PROCEDURES AND GUIDELINES
PUBLIC WORKS DEPARTMENT SIGN AND MARKING PROCEDURES AND GUIDELINES 2015 FORWARD The Revised Code of Washington (RCW) 47.36, Traffic Control Devices, requires the Washington State Department of Transportation
More informationRequest for Bid Group 1 CIPP Addendum No. 1 to RFB No. 401712.71.0403 April 1, 2019 The following information encompasses Addendum No. 1 for the above referenced RFB. Bidders shall fully consider and acknowledge
More information2.2. Anchorage Point A secure point of attachment for Lifelines, lanyards or deceleration devices.
Title: Elevated Walking/Working Surfaces (Fall Protection) Site Function: Safety Procedure No.: MC032.122 Page: 1 of 16 McIntosh Site Reviewed: 02/2013 Effective: 03/2013 Supersedes: 08/2012 Preparer:
More informationODOT construction cost is $51,000,000. State assumes and bears 100 percent of the cost of improvement.
1. I 271 WIDENING & RESURFACING - PID 89458 Project consists of major reconstruction, widening and bridge deck replacement. Project will accomplish widening from 4 to 6 lanes, including redecking and widening
More informationMNDOT PAVEMENT DESIGN MANUAL
MNDOT PAVEMENT DESIGN MANUAL Chapter 6 Ramps, Shoulders, Turn Lanes & Miscellaneous Pavements MnDOT Pavement Engineer Date Contents Introduction... 1 600 Ramps and Loops... 1 610 - Shoulders... 2 620 -
More informationLog Balance Beam. Product: (4 ), (6 )
Log Balance Beam A naturally appearing log with a sculpted bark finish makes for a very unique Log Balance Beam. Fabricated and themed from GFRC concrete to create a great look and feel. Available in 4
More informationGENERAL LEGEND 12"CMP
PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\A.1 COVER PLOTTED: Monday, July 23, 212 2:44:13 PM OLIPHANT STREET
More informationGeneral Notes. Project No /15/2018 Page 1 of 1
5081 Page 1 of 13 General Notes 5/15/2018 Page 1 of 1 Project No. 82 183-82 KA D 5081-01 0309-19 1 2 Note The contractor is responsible for establishing and maintaining centerline of the traveled way for
More informationName Roads Station Distance Miles
Name Roads Station Distance Miles Saw Mill to San Mateo 62+00 to 135+00 1.382575758 San Mateo to Alamo 135+00 to 261+50 2.395833333 Alamo to NM 599 261+50 to 305+00 0.823863636 Sidewalk and Curb Only Rabbit
More informationROADSIDE DELINEATION AND SAFETY SYSTEMS
ROADSIDE DELINEATION AND SAFETY SYSTEMS Presented by Nazir Lalani P.E. Traffex Engineers Inc. N_lalani@hotmail.com RELATIONSHIP OF ELEMENTS Roadway 34% 3 % 27% 57 % Driver 93% 1 % 3 % 6 % 2 % Source: FHWA
More informationAppendix B Existing ADOT Data Parameters
Appendix B Existing ADOT Data Parameters Appendix 08/04/03 HPMS by Item Number All records 1 Year of Submittal 2 State Code 3 English or Metric Reporting Units 4 County Code 5 Section Identification (ID)
More information