OKLAHOMA TURNPIKE AUTHORITY STANDARD SPECIFICATIONS PAY ITEM LIST revised 11/27/2012
|
|
|
- Rebecca Phelps
- 6 years ago
- Views:
Transcription
1 OKLAHOMA TURNPIKE AUTHORITY STANDARD SPECIFICATIONS PAY ITEM LIST revised 11/27/2012 Pay Item List includes all of the pay items listed in the 2010 OTA Specifications and Special Provisions. Pay items such as PCB's, pipes, asphalt binder grade, etc shall be expanded to include the type, size, (PG xx-xx OK) etc. as necessary. ITEM NO. ITEM DESCRIPTION PAY UNIT 106 QUALITY CONTROL AND ACCEPTANCE LSUM 201(A) CLEARING AND GRUBBING LSUM 201(B) SELECTIVE CLEARING LSUM 202(A) UNCLASSIFIED EXCAVATION CY 202(B) MUCK EXCAVATION CY 202(C) ROCK EXCAVATION CY 202(D) UNCLASSIFIED BORROW CY 202(E) SELECT BORROW CY 202(F) EMBANKMENTS CY 202(G) PRESPLITTING OF ROCK LF 202(H) EARTHWORK LSUM 202(I) SELECTIVE SUBGRADE TOPPING LSUM 203 TEST ROLLING LSUM 205(A) TYPE A SALVAGED TOPSOIL LSUM/CY 205(B) TYPE B SALVAGED TOPSOIL CY 208 CLAY PLATING CY 209 MACHINE GRADING LF 210 OBLITERATING ABANDONED ROAD LF 220 SWPPP DOCUMENTATION AND MANAGEMENT LSUM 221(A) TEMPORARY SLOPE DRAINS LF 221(B) TEMPORARY BALE BARRIER LF 221(C) TEMPORARY SILT FENCE LF 221(D) TEMPORARY SEDIMENT FILTER EA 221(E) TEMPORARY SEDIMENT BASIN EA 221(F) TEMPORARY SILT DIKE LF 221(G) TEMPORARY ROCK FILTER DAM CY 228 NYLON EROSION CONTROL MAT SY 229 DITCH LINER PROTECTION LF 230(A) SOLID SLAB SODDING SY 230(B) MULCH SODDING SY 230(C) ROW SPRIGGING SY 230(D) BROADCAST SPRIGGING (METHOD A) SY 230(E) BROADCAST SPRIGGING (METHOD B) SY 230(F) WATERING KGAL 231(A) TREES (KIND) EA
2 231(B) SHRUBS (KIND) EA 231(C) VINES OR GROUND COVERS (KIND) EA 231(D) TREES MACHINE PLANTED (KIND) EA 232(A) SEEDING METHOD A AC 232(B) SEEDING METHOD B AC 232(C) SEEDING METHOD C AC 233(A) VEGETATIVE MULCHING AC 233(B) EXCELSIOR MULCHING AC 233(C) ASPHALT MULCHING GAL 233(D) WOOD CELLULOSE FIBER AC 233(E) EXCELSIOR MAT SY 234(A) FERTILIZING TON 234(B) AGRICULTURAL LIMESTONE TON 234(C) AGRICULTURAL HYDRATED LIME TON 241 MOWING AC 303(A) AGGREGATE BASE TYPE A CY 303(B) AGGREGATE BASE TYPE B CY 303(C) AGGREGATE BASE TYPE C CY 303(D) AGGREGATE BASE TYPE D CY 307(A) FLY ASH TON 307(B) CEMENT KILN DUST TON 307(C) PORTLAND CEMENT TON 307(D) LIME TON 307(E) CEMENTITIOUS STABILIZED SUBGRADE SY 307(F) CEMENTITIOUS MODIFIED SUBGRADE SY 307(G) LIME PRETREATMENT SY 307(H) LIME STABILIZED SUBGRADE SY 307(I) LIME MODIFIED SUBGRADE SY 307(J) MODIFIED SUBGRADE SY 307(K) STABILIZED SUBGRADE SY 310(A) SUBGRADE METHOD A SY 310(B) SUBGRADE METHOD B SY 311(A) PROCESSING EXISTING BASE AND SURFACE, METHOD A LF 311(B) PROCESSING EXISTING BASE AND SURFACE, METHOD B LF 311(C) PROCESSING EXISTING BASE AND SURFACE, METHOD C LF 311(D) PROCESSING EXISTING BASE AND SURFACE, METHOD D LF 313(A) IMPORTED SOIL-AGGREGATE CY 313(B) ASPHALT MATERIAL GAL/TON 313(C) PROCESSING CY 317 CEMENT TREATED BASE SY 318 ECONOCRETE BASE SY 319(A) OPEN-GRADED BITUMINOUS BASE SY 319(B) OPEN-GRADED PORTLAND CEMENT CONCRETE BASE SY 325 SEPARATOR FABRIC SY 326(A) GEOTEXTILE REINFORCEMENT SY
3 326(B) GEOGRID REINFORCEMENT SY 402(A) TRAFFIC BOUND SURFACE COURSE TYPE A TON 402(B) TRAFFIC BOUND SURFACE COURSE TYPE B TON 402(C) TRAFFIC BOUND SURFACE COURSE TYPE C TON 402(D) TRAFFIC BOUND SURFACE COURSE TYPE D TON 402(E) TRAFFIC BOUND SURFACE COURSE TYPE E TON 402(F) TRAFFIC BOUND SURFACE COURSE TYPE F TON 404(A) POLYMER-MODIFIED EMULSIFIED ASPHALT GAL/TON 404(B) TYPE I MINERAL AGGREGATE TON 404(C) TYPE II MINERAL AGGREGATE TON 404(D) TYPE III MINERAL AGGREGATE TON 404(E) ULTRA-THIN BONDED WEARING COURSE, TYPE A TON 404(F) ULTRA-THIN BONDED WEARING COURSE, TYPE B TON 404(G) ULTRA-THIN BONDED WEARING COURSE, TYPE C TON 405 PERMEABLE FRICTION COURSE TON 406 OPEN-GRADED FRICTION SURFACE COURSE TON 407(A) FOG SEAL GAL 407(B) TACK COAT GAL 408 PRIME COAT GAL 409(A) FABRIC REINFORCEMENT SY 409(B) BITUMINOUS BINDER GAL 410(A) (SP) HOT-IN-PLACE RECYCLED ASPHALT CONCRETE SY 410 (B) (SP) HOT-IN-PLACE ASPHALT EMULSION TON 411(A) SUPERPAVE, TYPE S2 TON 411(B) SUPERPAVE, TYPE S3 TON 411(C) SUPERPAVE, TYPE S4 TON 411(D) SUPERPAVE, TYPE S5 TON 411(E) SUPERPAVE, TYPE S6 TON 411(F) STONE MATRIX ASPHALT TON 411(G) RICH BOTTOM LAYER TON 411(H) SUPERPAVE, TYPE S3 (PATCHING) TON 411(I) SUPERPAVE, TYPE S4 (PATCHING) TON 412 COLD MILLING PAVEMENT SY 413(A) RUMBLE STRIP-METHOD HMA-CON LF 413(B) RUMBLE STRIP-METHOD HMA-CYC LF 413(C) RUMBLE STRIP-METHOD PCC-CYC LF 413(D) RUMBLE STRIP-METHOD PCC-CON LF 414(A) P.C. CONCRETE PAVEMENT (PLACEMENT) SY 414(B) DOWEL JOINTED P.C.C. PAVEMENT (PLACEMENT) SY 414(C) CONT. REINFORCED P.C.C. PAVEMENT (PLACEMENT) SY 414(D) BONDED P.C.C. OVERLAY (PLACEMENT) SY 414(E) FULL DEPTH P.C.C. PATCH (PLACEMENT) SY 414(F) PARTL. DEPTH P.C.C. PATCH (PLACEMENT) SY 414(G) P.C. CONCRETE FOR PAVEMENT CY 414(H) P.C. RAILROAD APPROACH SLABS SY
4 414(I) TERMINAL JOINT EA 414(J) TERMINAL JOINT SLEEPER SLAB SY 415 CONCRETE JOINT SEALING LF 416 DOWEL BAR RETROFIT EA 425 DIAMOND GRINDING CONCRETE PAVEMENT SY 426(A) CORED HOLES EA 426(B) PORTLAND CEMENT TON 426(C) FLY ASH TON 430 PAVEMENT SMOOTHNESS (NON-BIDDABLE) LSUM 433 RUBBLIZING PAVEMENT SY 501(A) STRUCTURAL EXCAVATION, UNCLASSIFIED CY 501(B) SUBSTRUCTURE EXCAVATION, COMMON CY 501(C) SUBSTRUCTURE EXCAVATION, ROCK CY 501(D) UNCLASSIFIED BACKFILL CY 501(E) SELECT BACKFILL CY 501(F) GRANULAR BACKFILL CY 501(G) CLSM BACKFILL CY 502(A) ENGINEERED FALSEWORK LSUM 502(B) DETOUR BRIDGE LSUM 502(C) FALSEWORK AND JACKING LSUM 503(A) PRESTRESSED CONCRETE BEAMS LF 503(B) PRESTRESSED CONCRETE DOUBLE TEES LF 503(C) PRESTRESSED CONCRETE DECK PANELS SF 504(A) APPROACH SLAB SY 504(B) SAW-CUT GROOVING SY 504(C) EXPANSION JOINTS LF 504(D) CONCRETE RAIL LF 504(E) CONCRETE PARAPET LF 504(F) HANDRAILING LF 504(G) RAPID CURE JOINT SEALANT LF 504(H) ELASTOMERIC MORTAR CF 505(A) BRIDGE DECK CONCRETE OVERLAY SY 505(B) REMOVING EXISTING OVERLAY SY 505(C) MULTIPLE LAYER POLYMER CONCRETE OVERLAY SY 505(D) ASPHALT MEMBRANE OVERLAY SY 505(E) HYDRODEMOLITION SY 506(A) STRUCTURAL STEEL LB 506(B) STRUCTURAL STEEL A 709 GRADE HPS 70W (485W) LB 507(A) FIXED BEARING ASSEMBLIES EA 507 (A) (SP) STAINLESS STEEL FIXED BEARING ASSEMBLY EA 507 (A) (SP) WEATHERING STEEL FIXED BEARING ASSEMBLY EA 507(B) EXPANSION BEARING ASSEMBLIES EA 507(B) (SP) STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA 507(B) (SP) WEATHERING STEEL EXPANSION BEARING ASSEMBLY EA 507(C) ELASTOMERIC BEARING PADS EA
5 507(C) (SP) ELASTOMERIC BEARING PADS EA 508(A) REMOVAL OF CULVERT END EA 508(B) CONCRETE CULVERT LF 508(C) HEADWALL EA 509 (SP) SPECIAL CONCRETE FINISH SY 509(A) CLASS AA CONCRETE CY 509(B) CLASS A CONCRETE CY 509(C) CLASS A CONCRETE, SMALL STRUCTURES CY 509(D) CLASS C CONCRETE CY 509(E) CLASS P CONCRETE CY 510(A) RETAINING WALL SY 510(B) SOUND BARRIER WALL SY 510(C) SLOPEWALL SY 510(D) MSE RETAINING WALL SY 510(E) GEOCOMPOSITE WALL DRAIN SY 511(A) REINFORCING STEEL LB 511(B) EPOXY COATED REINFORCING STEEL LB 512(A) PAINTING EXISTING STRUCTURES LSUM 512(B) COLLECTION AND HANDLING OF WASTE LSUM 513(A) CLASS A BRIDGE DECK REPAIR SY 513(B) CLASS B BRIDGE DECK REPAIR SY 513(C) CLASS C BRIDGE DECK REPAIR SY 513(D) ANODE EA 514(A) PILES, FURNISHED LF 514(B) PILES, DRIVEN LF 514(C) TEST PILES, FURNISHED LF 514(D) TEST PILES, DRIVEN LF 514(E) PILE LOAD TEST (STATIC) EA 514(F) PILE LOAD TEST (DYNAMIC) EA 514(G) METAL PILE SHOES EA 514(H) SHEET PILING, FURNISHED SY 514(I) SHEET PILING, DRIVEN SY 514(J) TEMPORARY SHEET PILING LSUM 514(K) PILOT HOLES LF 514(L) PILE SPLICE (NON-BIDDABLE) EA 515(A) WATER REPELLENT (VISUALLY INSPECTED) SY 515(B) WATER REPELLENT (PERFORMANCE TESTED) SY 516(A) DRILLED SHAFTS LF 516(B) TRIAL DRILLED SHAFTS LF 516(C) CROSSHOLE SONIC LOGGING EA 516(D) CSL ACCESS TUBES LF 516(E) OBSTRUCTIONS LSUM 517 POST-TENSIONING LSUM 520(A) PREPARATION OF CRACKS, ABOVE WATER LF 520(B) PREPARATION OF CRACKS, BELOW WATER LF
6 520(C) EPOXY RESIN, ABOVE WATER GAL 520(D) EPOXY RESIN, BELOW WATER GAL 521 PNEUMATICALLY PLACED MORTAR SY 522(A) TYPE B SUBSTRUCTURE REPAIR SF 522(B) TYPE C SUBSTRUCTURE REPAIR SF 523(A) SEALER CRACK PREPARATION LF 523(B) SEALER RESIN GAL 523(C) DECK AREA SEALED (FLOOD COATS) SY 601(A) TYPE I - PLAIN RIPRAP TON 601(B) TYPE I-A - PLAIN RIPRAP TON 601(C) TYPE I-A - FILTER BLANKET TON 601(D) TYPE II - SPECIAL PLAIN RIPRAP TON 601(E) TYPE II-A - SPECIAL PLAIN RIPRAP TON 601(F) TYPE II-A - FILTER BLANKET TON 601(G) TYPE III - LAID UP RIPRAP SY 601(H) TYPE IV - GROUTED RIPRAP SY 601(I) FILTER FABRIC (RIPRAP) SY 602(A) GABIONS CY 602(B) REVETMENT MATTRESSES SY 602(C) FILTER FABRIC SY 603(A) STEEL JACK EA 603(B) STEEL CABLE LF 603(C) DEADMAN EA 609(A) CONCRETE CURB LF 609(B) COMBINED CURB AND GUTTER LF 609(C) CONCRETE HEADER CURBING LF 609(D) ASPHALT CURBING LF 610(A) CONCRETE SIDEWALK SY 610(B) CONCRETE DRIVEWAY SY 610(C) CONCRETE DIVIDING STRIP SY 610(D) REMOVE AND RELAY BRICK OR STONE SIDEWALK SY 610(E) BRICK OR STONE SIDEWALK SY 610(F) ASPHALT SIDEWALK SY/TON 610(G) ASPHALT DRIVEWAY SY/TON 610(H) ASPHALT DIVIDING STRIP SY/TON 610(I) TACTILE WARNING DEVICE SF 611(A) MANHOLE EA 611(B) ADDITIONAL DEPTH IN MANHOLE VFT 611(C) REPLACEMENT OF MANHOLE FRAME AND COVER EA 611(D) REPLACEMENT OF MANHOLE FRAME EA 611(E) REPLACEMENT OF MANHOLE COVER EA 611(F) REPLACEMENT OF MANHOLE COVER GRATE EA 611(G) INLET EA 611(H) ADDITIONAL DEPTH IN INLET VFT 611(I) REPLACEMENT OF INLET FRAME AND GRATE EA
7 611(J) REPLACEMENT OF INLET FRAME EA 611(K) REPLACEMENT OF INLET GRATE EA 611(L) JUNCTION BOXES CF 611(M) REPLACEMENT OF CAST IRON HOOD EA 611(N) WELDED STEEL GRATE EA 612(A) MANHOLE ADJUST TO GRADE EA 612(B) MANHOLE REBUILT EA 612(C) INLET ADJUST TO GRADE EA 612(D) INLET REBUILT EA 612(E) VALVE BOX ADJUST TO GRADE EA 612(F) METER BOX ADJUST TO GRADE EA 612(G) FIRE HYDRANT RESET EA 612(H) VALVE RESET EA 612(I) WATER METER RESET EA 612(J) WATERLINE LOWERED LF 612(K) WATERLINE REMOVED AND RELAID LF 612(L) PIPE SEWER REMOVED AND RELAID LF 612(M) REMOVE AND RESET MANHOLE FRAME AND COVER EA 613(A) REINFORCED CONCRETE PIPE, ROUND, ELLIPTICAL OR ARCH LF 613(B) CORRUGATED GALVANIZED STEEL PIPE, ROUND OR ARCH LF 613(C) MILL PRECOATED CORRUGATED GALVANIZED STEEL PIPE LF 613(D) CORRUGATED ALUMINUM PIPE LF 613(E) CORRUGATED POLYETHYLENE PIPE LF 613(F) CAST IRON PIPE LF 613(G) POLYVINYL CHLORIDE (PVC) PIPE LF 613(H) PERFORATED PIPE UNDERDRAIN LF 613(I) NON-PERFORATED PIPE UNDERDRAIN LF 613(J) EDGE DRAIN CONDUIT-PERFORATED LF 613(K) EDGE DRAIN OUTLET LATERAL - NONPERFORATED LF 613(L) PREFAB. CULV.END SECT., ROUND, ELLIPTICAL, OR ARCH EA 613(M) CULVERT END TREATMENT EA 613(N) SLOPED CONCRETE END SECTION EA 613(O) SPECIAL END SECTIONS OF REINFORCED CONCRETE EA 613(P) GALVANIZED STEEL CULV. END SEC., ROUND OR ARCH EA 613(Q) OUTLET LATERAL HEADWALL EA 613(R) STANDARD BEDDING MATERIAL, CLASS A CY 613(S) STANDARD BEDDING MATERIAL, CLASS B CY 613(T) STANDARD BEDDING MATERIAL, CLASS C CY 613(U) PIPE UNDERDRAIN COVER MATERIAL CY 613(V) TRENCH EXCAVATION CY 613(W) JACKED CONDUIT LF 613(X) RE-LAYING CULVERT PIPE LF 614(A) PREFABRICATED WICK DRAIN LF 614(B) PREFABRICATED STRIP DRAIN LF 615(A) POLYVINYL CHLORIDE (PVC) PIPE LF
8 615(B) SANITARY SEWER SERVICE CONNECTION EA 615(C) SANITARY SEWER SERVICE LINE LF 616(A) DUCTILE PIPE (LINED) LF 616(B) POLYVINYL CHLORIDE (PVC) PIPE LF 616(C) COPPER WATER SERVICE PIPE LF 616(D) VALVES EA 616(E) CORPORATION STOPS EA 616(F) METER INSTALLATION EA 616(G) FIRE HYDRANTS EA 616(H) SUPPLEMENTAL DRAWINGS LSUM 619(A) REMOVAL OF STRUCTURES AND OBSTRUCTION LSUM 619(B) REMOVAL OF SPECIFIED ITEMS LF/SY/CY/LSUM/EA 619(C) SAWING PAVEMENT LF 619(D) REMOVAL OF EXISTING BRIDGE STRUCTURE LSUM 619(E) NESHAP PRE-DEMOLITION INSPECTION AND NOTIFICATION EA 619(F) OIL FIELD EQUIPMENT REMOVAL LSUM 620(A) REMOVAL OF UNDERGROUND STORAGE TANK EA 620(B) REMOVAL OF CONTAMINATED SOIL CY 622(A) PIPE RAILING LF 622(B) MISCELLANEOUS PIPE WORK LF 623(A) BEAM GUARDRAIL W-BEAM SINGLE LF 623(B) BEAM GUARDRAIL W-BEAM DOUBLE LF 623(C) BEAM GUARDRAIL THRIE-BEAM SINGLE LF 623(D) BEAM GUARDRAIL THRIE-BEAM DOUBLE LF 623(E) BEAM GUARDRAIL TRANSITION SECTION EA 623(F) GUARDRAIL ANCHOR EA 623(G) GUARDRAIL END TREATMENT EA 623(H) BLOCKOUTS LF 623(I) GUARDRAIL BRIDGE CONNECTION EA 624(A) FENCE, STYLE WWF LF 624(B) GATE, STYLE WWF EA 624(C) FENCE, STYLE SWF LF 624(D) GATE, GALVANIZED STEEL EA 624(E) FENCE, STYLE CLF LF 624(F) GATE, STYLE CLF EA 624(G) FENCE, STYLE GDF LF 625(A) REMOVE AND STORE FENCE LF 625(B) REMOVE AND RECONSTRUCT FENCE LF 625(C) REMOVE AND STORE GUARDRAIL LF 625(D) REMOVE AND RECONSTRUCT GUARDRAIL LF 626(A) MONUMENTS EA 626(B) RIGHT-OF-WAY MARKERS EA 626(C) RIGHT-OF-WAY MARKERS REMOVED AND RESET EA 627(A) CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF 627(B) CONCRETE LONGITUDINAL BARRIER END SECTIONS EA
9 628(A) HIGH-TENSION CABLE BARRIER (TL-3) LF 628(B) HIGH-TENSION CABLE BARRIER (TL-4) LF 628(C) END ANCHORS EA 628(D) GUARDRAIL TRANSITION EA 628 ( E ) (SP) CABLE BARRIER TENSION METER EA 640(A) FIELD OFFICE EA 640(B) LABORATORY EA 641 MOBILIZATION LSUM 642 CONSTRUCTION STAKING LSUM 645(A) PROJECT SITE RENTAL $/PSRD 645(B) LANE RENTAL $/LRD 802(A) GALVANIZED STEEL ELECTRICAL CONDUIT LF 802(B) POLYVINYL CHLORIDE (PVC) CONDUIT LF 802(C) HIGH DENSITY POLYETHYLENE (HDPE) CONDUIT LF 802(D) ALUMINUM CONDUIT LF 802(E) JUNCTION BOX EA 803(A) PULL BOX EA 803(B) GROUND BOX EA 804(A) STRUCTURAL CONCRETE CY 804(B) REINFORCING STEEL LB 805(A) REMOVAL OF (TRAFFIC ITEMS) LSUM/EA/LF 805(B) RESET ( TRAFFIC ITEMS) LSUM/EA 805(C) RELOCATION OF (TRAFFIC ITEMS) LF 805(D) REMOVE AND RESET (TRAFFIC ITEMS) LSUM/EA 806(A) TRAFFIC SIGNAL POLE AND MASTARM EA 806(B) TRAFFIC SIGNAL PEDESTAL POLE EA 806(C) HIGHWAY LIGHTING POLE AND MASTARM EA 806(D) HIGHWAY LIGHTING POSTTOP POLE EA 807 BREAKAWAY BASE EA 808 PIER-MOUNTED POLE BRACKET EA 809(A) ROADWAY LUMINAIRE EA 809(B) UNDERPASS LUMINAIRE EA 809(C) POST TOP LUMINAIRE EA 809(D) OVERHEAD SIGN LUMINAIRE EA 809(E) HIGH MAST LUMINAIRE EA 809(F) NAVIGATIONAL LIGHT EA 810(A) SERVICE POLE EA 810(B) POLE-MOUNTED TRANSFORMER STATION EA 810(C) PAD-MOUNTED TRANSFORMER STATION EA 810(D) TEMPORARY SERVICE POLE EA 810(E) TEMPORARY LIGHTING SERVICE KW-HR 810(F) WOOD POLE EA 811 ELECTRICAL CONDUCTOR LF 812 HIGH MAST POLE EA 813 HIGH MAST LOWERING DEVICE EA
10 825 TRAFFIC SIGNAL CONTROLLER ASSEMBLY EA 827 SOLID STATE FLASHING CONTROLLER EA 828(A) VEHICLE LOOP DETECTOR EA 828(B) LOOP DETECTOR WIRE EA/LF 830 PEDESTRIAN PUSH BUTTON EA 831 TRAFFIC SIGNAL HEADS EA 832 OPTICALLY-PROGRAMMED ADJUSTABLE TRAFFIC SIGNAL HEADS EA 833 BACKPLATES EA 834(A) TRAFFIC SIGNAL ELECTRICAL CABLE LF 834(B) SHIELDED LOOP DETECTOR LEAD-IN CABLE LF 836 REGULATORY OR WARNING SIGN ASSEMBLY EA 850(A) SHEET ALUMINUM SIGNS SF 850(B) EXTRUDED ALUMINUM PANEL SIGNS SF 850(C) MASTARM MOUNTED SIGNS SF 850(D) SPECIAL SIGNS SF/EA 851(A) GALVANIZED STEEL WIDE FLANGE BEAM POSTS LF 851(B) GALVANIZED STEEL PIPE POSTS LF 851(C) SQUARE TUBE POST LF 851(D) FLANGE CHANNEL POSTS LF 852 (SP) OVERHEAD SIGN STRUCTURE, MONOTUBE (6") LF 852(A) ALUMINUM OVERHEAD SIGN STRUCTURE EA/LF 852(B) GALVANIZED STEEL OVERHEAD SIGN STRUCTURE EA/LF 852(C) OVERHEAD SIGN STRUCTURE, MONOTUBE TYPE A EA 852(D) OVERHEAD SIGN STRUCTURE, MONOTUBE TYPE B EA 852(E) OVERHEAD SIGN STRUCTURE, MONOTUBE TYPE C EA 852(F) ALUMINUM OVERHEAD SIGN STRUCTURES-BRIDGE MOUNTED EA 852(G) GALVANIZED STEEL OVERHEAD SIGN STRUCTURES-BRIDGE MOUNTED EA 852(H) OVERHEAD SIGN STRUCTURES, WALKWAY, AND HANDRAIL LF 852(I) UPRIGHTS FOR OVERHEAD SIGN STRUCTURE EA 852(J) TESTING OF ALUMINUM WELDS LSUM 852(K) REPLACE ALUMINUM TUBING IN OVERHEAD SIGN STRUCTURE LB 852(L) REPAIR OVERHEAD SIGN STRUCTURE EA 853 DELINEATORS EA 853 GUARDRAIL DELINEATORS EA 854(A) TRAFFIC STRIPE PAINT LF 854(B) TRAFFIC STRIP PAINT (ARROW, WORDS, OR SYMBOLS) EA 855(A) TRAFFIC STRIPE (PLASTIC)(4"WIDE) LF 855(A) TRAFFIC STRIPE (PLASTIC)(6"WIDE) LF 855(A) TRAFFIC STRIPE (PLASTIC)(8"WIDE) LF 855(A) TRAFFIC STRIPE (PLASTIC)(24"WIDE) LF 855(B) TRAFFIC STRIPE (PLASTIC) (ARROWS) EA 855(B) TRAFFIC STRIPE (PLASTIC) (WORDS) EA 855(B) TRAFFIC STRIPE (PLASTIC) (SYMBOLS) EA 856(A) TRAFFIC STRIPE (MULTI-POLYMER)(4"WIDE) LF 856(A) TRAFFIC STRIPE (MULTI-POLYMER)(6"WIDE) LF
11 856(A) TRAFFIC STRIPE (MULTI-POLYMER)(8"WIDE) LF 856(A) TRAFFIC STRIPE (MULTI-POLYMER)(24"WIDE) LF 856(B) TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS, ETC.) EA 857(A) CONSTRUCTION TRAFFIC STRIPE(PAINT) LF 857(B) CONSTRUCTION TRAFFIC STRIPE(PAINT)(ARROWS, WORDS, SYMBOLS) EA 857(C) REMOVABLE PAVEMENT MARKING TAPE EA/LF 857(D) NON-REMOVABLE PAVEMENT MARKING TAPE EA/LF 857(E) CONSTRUCTION ZONE PAVEMENT MARKERS EA 857(F) PAVEMENT MARKING REMOVAL EA/LF 858(A) PAVEMENT MARKERS EA 858(B) REMOVE AND RESET PAVEMENT MARKERS EA 870(A) SANDFILLED IMPACT ATTENUATION MODULE EA/SD 870(B) REPLACEMENT IMPACT ATTENUATION MODULE EA 870(C) REMOVAL OF EXISTING IMPACT ATTENUATION MODULE EA 871 (SP) CONSTRUCTION ZONE IMPACT ATTENUATOR SD 876(A) TRUCK MOUNTED ATTENUATOR SD 876(B) TRUCK MOUNTED IMPACT ATTEN. REPLACEMENT PACKAGE EA 877(A) DELIVER PORTABLE LONGITUDINAL BARRIER LF 877(B) RELOCATION OF PORT. LONGITUDINAL BARRIER LF 878(A) (SP) MODULAR GLARE SCREEN (PERMANENT) EA/LF 878(C) (SP) MODULAR GLARE SCREEN (TEMPORARY) SD 880(A) (SP) ARROW DISPLAY (TYPE) SD 880(B) (SP) CONSTRUCTION SIGNS (SIZE) SD 880(C) (SP) CONSTRUCTION BARRICADES SD 880(D) (SP) VERTICAL PANELS SD 880(E) (SP) WARNING LIGHTS (TYPE) SD 880(F) (SP) DRUMS SD 880(G) (SP) TUBE CHANNELIZERS SD 880(H) (SP) CONES (SIZE) SD 880(I) (SP) FLAGGER SD 880(J) (SP) CONSTRUCTION TRAFFIC CONTROL LSUM 880(K) (SP) SURVEILLANCE OF TRAFFIC CONTROL SD 880(L) (SP) TRAFFIC SURVEILLANCE, POLICE HOUR 880(M) (SP) TEMPORARY ROADWAY LIGHTING ASSEMBLY LUM DAY 882(A) (SP) CHANGEABLE MESSAGE SIGNS EA/SD 882(A) (SP) OPERATING OTA OWNED MESSAGE SIGN SD 882(B) (SP) REMOTE CONTROLLED CHANGEABLE MESSAGE SIGN EA/SD 883(A) (SP) SMART WORK ZONE SYSTEM SD 883(B) (SP) SMART WORK ZONE - PORTABLE CHANGEABLE MESSAGE SIGN SD 883(C) (SP) SMART WORK ZONE - PORTABLE TRAFFIC SENSOR SD 883(D) (SP) SMART WORK ZONE SYSTEM- PAN-TILT-ZOOM CAMERA SD 883(E) (SP) SMART WORK ZONE SYSTEM - WEBSITE SYSTEM SD 884(A) (SP) BRIDGE GUARDRAIL RETROFIT LF 884(B) (SP) BRIDGE PARAPET RETROFIT LF 884(C) (SP) REMOVE BRIDGE RAIL AND POSTS LF
12 895(A) (SP) TOLL EQUIPMENT CONCRETE PAD RETAINING WALL AND SCREEN EA 895(B) (SP) TOLL PLAZA ISLAND (COIN MACHINE) EA
MAY 11, 2017 T-MC-107A & T-MC-107B1
Schedule of Bid Items - Part A ROADWAY 107A 201(A) - CLEARING AND GRUBBING - LSUM 1.00 30,000.00 30,000.00 $100,000.00 $100,000.00 $65,000.00 $65,000.00 $120,000.00 $120,000.00 $50,000.00 $50,000.00 $18,262.05
OKLAHOMA TURNPIKE AUTHORITY JUNE 7, 2018 SCHEDULE OF BID ITEMS EOC JP 26422(10) INTERCHANGE AT I-40
PART A - ROADWAY - EOC 2461 201(A) CLEARING AND GRUBBING LSUM 1.00 $500,000.00 $500,000.00 202(A) UNCLASSIFIED EXCAVATION CY 651,706.00 $4.00 $2,606,824.00 202(D) UNCLASSIFIED BORROW CY 7,500.00 $8.00
CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION Edition
CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION PURPOSE, INTENT AND INTERPRETATION OF SPECIFICATIONS The purpose of these Specifications is to establish, where applicable, minimum acceptable standards
Maine Turnpike Authority
PAVEMENT REHABILITATION & CLEAR ZONE IMPROVEMENTS MM 80.7 TO MM 88.6 202.121 Removing Existing Concrete (6CY) 1.00 LS 202.127 Removing of Existing Bituminous Pavement (470 SY) 1.00 LS 202.202 Removing
Maine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $13,984,117.36 Reed & Reed, Inc. - Woolwich, ME $14,883,139.00 Page 1 of 11 CPM Constructors Freeport, ME 201.11 Clearing AC 2.00 10000.00
Maine Turnpike Authority
Company Name Total Bid Amount Wyman & Simpson Inc. - Richmond, ME $3,379,844.00 Scott Construction Corporation - Portland, ME $3,572,184.50 CPM Constructors - Freeport, ME $3,732,667.25 Page 1 of 16 Wyman
DECEMBER 5, 2017 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $5,000,000) Bids
General Info Number: PROJECT NO. 43-17-04 : BRIDGE DECK REPAIR AND BRIDGE REMOVAL OHIO TURNPIKE OVER QUARRY ROAD, M.P. 138.0 OHIO TURNPIKE OVER INACTIVE RAILROAD, M.P. 138.2 LORAIN COUNTY, OHIO Deadline:
CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO COLORADO CENTER BICYCLE/PEDESTRIAN BRIDGE OVER I-25
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 1 EA 202-00035 Removal of Pipe 30 LF 202-00200 Removal of Sidewalk 431 SY 202-00203 Removal of Curb and Gutter 973 LF 202-00205 Removal of
Bids JANUARY 10, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $29,000,000.00) Miller Bros. Const., Inc. $27,699,031.59
General Info Number: PROJECT NO. 43-19-07 Description: BRIDGE REHABILITATION AND 3RD LANE WIDENING OHIO TURNPIKE OVER AI CREEK M.P. 47.4, OHIO TURNPIKE OVER S.R. 64 (N. MAIN ST.) M.P. 47.5 MILEPOST 46.50
Maine Turnpike Authority
Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,417,760.75 Scott Construction - Falmouth, ME $1,418,884.50 T Buck Construction - Auburn, ME $1,520,203.00 Page 1 of 16 CPM Constructors
FEBRUARY 13, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $9,000,000.00) Bids. Kokosing Construction Company, Inc. $8,623,609.96
General Info Number: PROJECT NO. 43-19-02 Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE OVER ABANDONED RAILROAD M.P. 34.2, OHIO TURNPIKE OVER STATE ROUTE 108 M.P. 34.5, COUNTY ROUTE
PAY QUANTITY NOTES INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS EARTHWORK WHERE NO QUANTITY IS SHOWN ON P & P SHEETS.
PAY QUANTITY NOTES (F-1) (F-2) (F-3) (F-4) (F-5) (F-6) (F-7) (F-8) (F-9) (F-10) (F-11) (F-12) (F-13) (F-14) (F-15) (F-16) (F-17) (F-18) (F-19) INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS
NOTICE TO ALL CONTRACTORS CONTRACTORS WILL NEED TO DOWNLOAD, AND INSTALL, AASHTOWARE PROJECT: BIDS TO USE WHEN SUBMITTING THEIR BIDS. THIS SOFTWARE MAY BE DOWNLOADED AT: https://bids.cloverleaf.net/ REMINDER
MERCED COUNTY CAMPUS PARKWAY SEGMENT 2
MERCED COUNTY BID LIST CAMPUS PARKWAY SEGMENT 2 CONTRACT 2017191 The bidder must provide unit prices for each bid item listed below, based on the specified unit of measure. The unit price for each item
DIVISION 3 PAVEMENT (FLEXIBLE AND RIGID) CONSTRUCTION SPECIFICATIONS
OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 General Conditions of Contract DIVISION 1 GENERAL S OCT 92 102 Weighing of Materials NOV 2004 106 Electrical Work NOV 2003 120 The Use of Explosives APR 2006
04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DIVISION OF CONSTRUCTION CONSTRUCTION CONTRACT ESTIMATE (CONR20)
04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DOT CONTRACT NUMBER: D261458 NYS PROJECT NUMBER: 1805.81.000 FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE
CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS SECTION 00005B TABLE OF CONTENTS ***CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS***
00005B *** *** BOLD ITALICIZED Item is bound within this specification manual. Regular non-italicized Item is not bound within this specification manual, however item is part of the contract. Contents
PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008
BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00
Minimum Sample and Test Requirements (MSTR)
South Dakota Department of Transportation Minimum Sample and Test Requirements (MSTR) Table of Contents Page 1. Asphalt Construction:... 1 1.1 Asphalt Concrete, Hot Mix... 3 A. Aggregate, Composite...
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS CONTRACT # 2016138 TRACS No. Project No. County District Gross
Maine Turnpike Authority
Company Name Total Bid Amount Scott Construction Corporation - Portland, ME $918,886.00 CPM Constructors - Freeport, ME $1,059,738.71 Wyman & Simpson Inc. - Richmond, ME $1,084,545.00 Page 1 of 7 Scott
South Dakota Department of Transportation Average Unit Prices from Low Bids
Unit Prices from Low s January 0, 0 to December, 0 Office of Project Development - Letting 00E00 Blading Hour.00 $,0. $. 00E000 Construction and Maintenance of Detour(s) LS.00 $0,. $,. 00E000 Maintenance
TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER
Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES Chapter 4 - SANITARY SEWER Chapter 5 - STORM SEWER Chapter 6 - EXCAVATION, TRENCING, BACKFILLING, AND BEDDING Chapter 11 - CONCRETE CURBS, CURB
North Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title
TABLE OF CONTENTS CONTRACT DOCUMENTS 00001 Inside Title Page 00003 Table of Contents 00004 List of Drawings 00020 Invitation to Bid 00100 Instructions to Bidders 00300 Bid 00500 Agreement 00610 Construction
Significant Changes. 101 Definitions and Terms. 102 Bidding Requirements and Conditions 105 Control of Work
1 SIGNIFICANT CHANGES IN CDOT's 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION The following are significant changes from the 2011 Standard Specifications Book to the new 2017 Standard Specifications
https://bids.cloverleaf.net/
NOTICE TO ALL CONTRACTORS CONTRACTORS WILL NEED TO DOWNLOAD, AND INSTALL, AASHTOWARE PROJECT: BIDS TO USE WHEN SUBMITTING THEIR BIDS. THIS SOFTWARE MAY BE DOWNLOADED AT: https://bids.cloverleaf.net/ REMINDER
TABULATION OF BIDS DODGE CITY REGIONAL AIRPORT DODGE CITY, KANSAS RECONSTRUCT RUNWAY 14-32: SUMMARY PROJECT NO.: AIP
RECONSTRUCT RUNWAY 14-32: SUMMARY., BID SUMMARY TOTAL COST TOTAL COST TOTAL COST TOTAL COST TOTAL COST Schedule 1 Cost of Construction $4,717,480.00 $5,106,762.00 $5,697,026.50 $4,430,910.42 $4,640,166.10
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 2 CONTRACT
MAINE TURNPIKE AUTHORITY ADDENDUM NO. CONTRACT 08.09 BRIDGE REPAIRS RUNNING HILL ROAD UNDERPASS (MILE 5.) BLACKSTRAP ROAD UNDERPASS (MILE 58.3) WEYMOUTH ROAD UNDERPASS (MILE 66.) SUPERSTRUCTURE REPLACEMENT
ADVERTISEMENT SET DECEMBER 2013
Sheet List Table GREELEY CANAL #2 WCR 21 PROJECT AREA N SH-392 ADVERTISEMENT SET DECEMBER 2013 LINE DESCRIPTION PROPOSED LINE POWER / COMMUNICATIONS EXISTING LINE LINE DESCRIPTION PROPOSED LINE BOUNDARY
CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST
CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST Abbreviations AB 1-3 Section 11 Purpose and Definitions 11-1 Purpose PD 1 11-2 Construction Practice PD 1 11-3 Definitions PD 1 Section 12 Construction Area
Franklin County Engineer's Office - Highway Design FRA-Hamilton Road Bid Tabulation
7/07/2015 Page 1 of 20 Group: A Roadway 005 201E11000 Clearing And Grubbing 008 202E20010 Headwall Removed 10.00 EA 010 202E23000 Pavement Removed, 88.00 SQYD Concrete 012 202E23010 Pavement Removed, Asphalt
ANSWERS TO QUESTIONS RECEIVED THROUGH 1:00 PM ON MAY 24, 2018:
ADDENDUM NO. 3 PROJECT NO. 43805 (PART A & B) PAGE 2 ANSWERS TO QUESTIONS RECEIVED THROUGH :00 PM ON MAY 24, 208: Q#32 Addendum # answered Question #7 indicating that an average depth of 3 feet for the
Page 1 of 7 Contract No.: 0216 OCPW Schedule Of Prices Addendum Date Created 1 07/11/2016 9:28 AM Project Number: SP 055-609-018 Project Title or Road Number: CSAH 9 Mill, Grade, Overlay Work Type: Grading,
New Jersey Department of Transportation DATE : 05/17/12 PAGE : TABULATION OF BIDS
PAGE : 409-1 CONTRACT TIME : 02/28/13 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : STATE ROUTE 45 ROADWAY DRAINAGE IMPROVEMENT CONTRACT DP 12409 BOROUGH OF WESTVILLE, GLOUCESTER COUNTY VENDOR
MAINE DEPARTMENT OF TRANSPORTATION BID DATE OF OPENING : CALL ORDER : CONTRACT ID : PROJECTS STP-1277(700)S
MAINE DEPARTMENT OF TRANSPORTATION BID DATE OF OPENING : CALL ORDER : CONTRACT ID : 012777.00 PROJECTS ------------------------------ STP-1277(700)S COUNTY : ANDROSCOGGIN CONTRACT ID : 012777.00 MAINE
50 lbs (23 kg) of + #8 (+2.36 mm) material plus 50 lbs (23 kg) of pile run material.
5.5 REQUIRED SAMPLE SIZES 1. SCOPE This section covers the size of samples to be submitted to the s and Research Center for testing. The sample sizes listed are minimums and in special cases the Engineer
Maine Turnpike Authority
Company Name Total Bid Amount Wyman & Simpson Inc. - Richmond, ME $984,032.05 Gordon Contracting - Sangerville, ME $985,607.00 CPM Constructors - Freeport, ME $1,177,689.54 Page 1 of 7 Wyman & Simpson
Electrical Work. NOV Embankments Over Swamps and Compressible Soils
GENERAL & CONSTRUCTION S OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 100 OPS General Conditions of Contract DIVISION 1 - GENERAL S 106 Electrical Work 120 180 The Use of Explosives General Specification
2008 Interim Standard Sheet List For Use with the 2008 Imperial Road and Bridge Standards July, 2015
2008 Interim Standard Sheet List For Use with the 2008 Imperial Road and Bridge Standards July, 2015 The following is a complete list of special design IMPERIAL interim standard sheets that will be used
Kansas Department of Transportation DISTRICT 1. Project(s): 089 U / HSIP-U231(701) Min: Max:
Page 1 of 18 SECTION: 01 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 025600 FIELD OFFICE AND LABORATORY (TYPE A) 4 012340 FOUNDATION STABILIZATION (SET PRICE) 5 020100 CONTRACTOR CONSTRUCTION
E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17
S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00
Your cooperation in this matter is greatly appreciated. If you have any questions or need further assistance you may contact:
We will stop accepting bids at 10:30 both on the Internet and in drop-boxes. Drop-boxes will be sealed and left at the guard s desk in public view. We will start opening the bids at 11:30 a.m. Reading
2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form
2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form Project Information (\aen i vake.. F;) N0.3-7114117 Project Name Section 1 - Grading and Erosion Control BMPs Quantity Units Price Earthwork
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/05/17 Comp. Dt: 08/20/20
Letting: 17030800 Letting Dt: March 08, 2017 9:30 A.M. State Proj.: 2515-21 Contract ID: Contract Description: Contract Location: Recommendation: 170019 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
STEUBEN COUNTY DEPARTMENT OF PUBLIC WORKS. 3 East Pulteney Square Bath, New York 14810
STEUBEN COUNTY DEPARTMENT OF PUBLIC WORKS 3 East Pulteney Square Bath, New York 14810 County Route 22 over Canisteo River Bridge Replacement Project BIN 3333290 D035511 PIN 6755.06 ADDENDUM #1 October
PROJECT(S) : , B601 FED # IM/NH-095-1(291) , B602 FED # IM/NH-095-1(291) , B603 FED # IM/NH-095-1(291) OTHERS
VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/19/10 PAGE : D28-1 CONTRACT TIME : 10/24/14 COMPLETION DATE PROJECT(S) : 7095-964-115, B601 FED # IM/NH-095-1(291) 7095-964-115, B602 FED # IM/NH-095-1(291)
ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / (Budget Account Number)
EXHIBIT A CONTRACTOR'S COMPENSATION SCHEDULE FOR ENLOE CAMPUS STORM DRAIN AND STREET IMPROVEMENTS (Project Title) PROJECT NO. MAJGC / 50103-000-4150 (Budget Account Number) ITEM NO. P-S-F DESCRIPTION QTY
Baseline Document Change Announcement
BDC16D-01 Page 1 of 7 New Jersey Department of Transportation 1035 Parkway Avenue, PO Box 600, Trenton, New Jersey 08625-0600 Baseline Document Change Announcement ANNOUNCEMENT: BDC16D-01 DATE: September
New Jersey Department of Transportation DATE : 10/21/10 PAGE : TABULATION OF BIDS
PAGE : 133-1 CONTRACT TIME : 12/20/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BR-080-5(094) ROUTE 80 BRIDGE OVER ROUTE 287 NORTHBOUND AND SMITH ROAD GRADING, PAVING & STRUCTURRS CONTRACT
ADDENDUM NO. 1. for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA. Posting Date: June 20, 2013
ADDENDUM NO. 1 for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA Posting Date: June 20, 2013 BIDDERS SHALL CONFORM TO THE FOLLOWING CHANGES AS A PART OF THE BID DOCUMENTS, WHICH SHALL BECOME
DESCRIPTION OF WORK AND LOCATION OF PROJECT:
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : November 20, 2000 LNTCNCA NOTICE TO CONTRACTORS -- December 21, 2000 LETTING LNTCNCA-D NOTICE TO CONTRACTORS: SEALED PROPOSALS SENT BY REGISTERED MAIL WILL
P MWC ADDENDUM # 2 Issue Date: January 6, 2016
ADDENDUM # 2 Issue Date: January 6, 2016 The Purpose of this Addendum # 2 is to provide the following Items: This Addendum No. 2 consists of: 1. Attachment 1 Updated Schedule of Bid Items (2 Pages) 2.
SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION ABSTRACT OF BIDS RECEIVED 06/06/2018 LETTING CONTENTS
SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION ABSTRACT OF BIDS RECEIVED 06/06/2018 LETTING CONTENTS ITEM PROJECT NO. COUNTY TYPE OF WORK 1. P 0010(00)18 (PCN 04UV) Deuel, Faulk, Roberts, Spink Replace Bridge
SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED?????
SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED????? 102.10 Minimum Rate of Wage Scale Typo. Several paragraphs were repeated. 105.5 Inspection of Work Clarified that the contractor
OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BUY AMERICA
106-5(a-f) 09 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BUY AMERICA These Special Provisions amend, revise, and where in conflict, supersede applicable sections of the 2009 Standard
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS
ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS CONTRACT # 2018026 TRACS No. Project No. County District Gross
YES, we received Addendum No. 1
TRANSMITTAL SHEET Date sent: Friday, April 6, 2018 Sent to: All Planholders Deliver to: Project Estimator Transmission sent from: Reichhardt & Ebe Engineering Number of pages including this page: 36 CONFIRMATION
SAN ANTONIO WATER SYSTEM C5 & C28 SEWER PROJECT PHASE 3 SAWS PROJECT NO SOLICITATION NO. CO ADDENDUM-6
SAN ANTONIO WATER SYSTEM C5 & C28 SEWER PROJECT PHASE 3 SAWS PROJECT NO. 18-4501 SOLICITATION NO. CO-00198 ADDENDUM 6 (September 10, 2018) To Respondent of Record: This addendum, applicable to work referenced
ADDENDUM #1 ISSUE DATE: WEDNESDAY, MARCH 16, 2016 BID DATE: TUESDAY, MARCH 22, 2016 AT 12:00 PM (NOON)
PROJECT #: 150081 CLIENT: PROJECT TITLE: CITY OF WILMINGTON, OH AIRBORNE CONNECTOR ROAD, PHASE 1 ISSUE DATE: WEDNESDAY, MARCH 16, 2016 BID DATE: TUESDAY, MARCH 22, 2016 AT 12:00 PM (NOON) THIS IS TO CERTIFY
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 04/03/17 Comp. Dt: 10/06/17
Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 6216-127 Contract ID: Contract Description: Contract Location: Recommendation: 170023 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
Federal Project No.: STP-BR04 (304)
Order : A10 Schedule of Items Page: 2 Oversight/State Project : (NFO) 9999-964-582, N501 Federal Project : STP-BR04 (304) 0010 303 00120 REGULAR EXCAVATION 0020 306 307 10035 CEM. STAB. APPROACH SLAB GROUT
Lump Sum L.S. (15") EA
Page of 6 ROADWAY ITEMS 000 000000000-N 800 MOBILIZATION Lump Sum L.S. 000 000000000-N 80 CONSTRUCTION SURVEYING 0003 009000000-N SP REINFORCED BRIDGE APPROACH FILL, STATION ************ (5+6.0) 000 0050000000-E
LIST OF ACTIVE OPSSs
LIST OF ACTIVE OPSSs DIVISION 1 - GENERAL SPECIFICATIONS 100 PROV MTO General Conditions of Contract Nov 2016 Jan 12, 2017 102 COMM Weighing of Materials Oct 1992 Mar 17, 1994 106 PROV Electrical Work
C. W. Matthews Contracting Co., Inc. (L)
BID TABULATION Page 1 of 5 E.R. Snell Contractor, 001 Photograph Documentation 8 MO $110.00 $880.00 $250.00 $2,000.00 $97.17 $777.36 $1,250.00 $10,000.00 002 Traffic Control Project No. F-1056 1 LS $192,000.00
SECTION PAYMENT PROCEDURES
SECTION 01 29 00 PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. For each BID item, the WORK will be measured and paid for on either a unit price basis or on a lump sum basis. The quantities
PROPOSAL KITSAP COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY ROAD PROJECT NO NW Golf Club Hill Road Culvert Replacement To the Honorable Board of Co
PROPOSAL KITSAP COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY ROAD PROJECT NO. 3690 NW Golf Club Hill Road Culvert Replacement To the Honorable Board of Commissioners Kitsap County 614 Division Street Port
UNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only
NOTICE. Registration Form and Notice of Needed Revisions
CONSTRUCTION MANUAL SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION May 2004 NOTICE Registration Form and Notice of Needed Revisions Complete and return this registration form to receive revisions to this
Ontario Ministry of Transportation. Designated Sources of Material (DSM) Index
2 GRADING 2.35 Fill 2.35.30 Lightweight Fill Material 3 PAVEMENTS 3.05 Asphalt 3.05.10 Anti-Stripping Treatments (formerly Anti-stripping Additives) 3.05.22 Asphalt Cement, Performance Graded (PGAC) 3.05.25
DESCRIPTION OF WORK AND LOCATION OF PROJECT:
OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : January 27, 2000 LNTCNCA NOTICE TO CONTRACTORS -- February 24, 2000 LETTING LNTCNCA-D NOTICE TO CONTRACTORS: SEALED PROPOSALS SENT BY REGISTERED MAIL WILL BE
Company Page 1 of 13
ITEM NO. REVISION WBS (ITEM) DESCRIPTION UNIT QUANTITY (WRITTEN) MC-001-5.1 Mobilization/Demobilization and Construction Layout Surveying LS 1 MC-003-6.1 Temporary Construction Items LS 1 MC-003-6.2 Taxiway
BID TABULATION ( BIDS OPENED MONDAY, APRIL 24, 1:00 P.M. ) CONSTRUCT PARALLEL TAXIWAY - PHASE 3 HABERSHAM COUNTY AIRPORT, CORNELIA, GEORGIA
BASE BID 1 01000 MOBILIZATION 1.00 L. SUM $799,945.96 $799,945.96 $1,150,000.00 $1,150,000.00 2 01510 FIELD ENGINEER'S OFFICE 1.00 L. SUM $40,000.00 $40,000.00 $5,000.00 $5,000.00 3 ALL-1 4 ALL-2 5 MISC-1
Federal Project No.: STP-5162 (108)
Order : N80 Schedule of Items Page: 2 Oversight/State Project : (NFO) 0029-162-270, C501, B601 Federal Project : STP-5162 (108) 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING CONSTRUCTION
JANUARY 4, 2017 AT 2:00 P.M. (EASTERN. (Estimated Cost: $4,600,000) Bids J D WILLIAMSON CONSTRUCTION CO INC $3,799,476.25
General Info Number: PROJECT NO. 43-17-03 Description: BRIDGE DECK REPAIR AND REHABILITATION, ARLINGTON ROAD OVER OHIO TURNPIKE M.P. 122.3, JOPPA ROAD OVER OHIO TURNPIKE M.P. 128.5, DEAN ROAD OVER OHIO
2008 Interim Standard Sheet List For Use With The 2008 Imperial Road and Bridge Standards October, 2014
2008 Interim Standard Sheet List For Use With The 2008 Imperial Road and Bridge Standards October, 2014 The following is a complete list of special design IMPERIAL interim standard sheets that will be
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER SS BID PROPOSAL
Page 312 VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER SS-12-01 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the IL ROUTE
Bidder Name: ITEMIZED BID: The bidder should complete the following section in accordance with Sec 102.7. The bidder proposes to furnish all labor, materials, equipment, services, etc. required for the
Revision 1 Dated October 2, UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE:
Revision 1 Dated October 2, 2014 1.3.2 UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: PEYTON DRIVE WIDENING - PHASE 3 AND ENGLISH CHANNEL IMPROVEMENTS Project No s. S12012 & 800360
SUPPLEMENTAL DRAWINGS
CITY OF GREATER SUDBURY SUPPLEMENTAL DRAWINGS TO THE ONTARIO PROVINCIAL STANDARD DRAWINGS Rev: February 2012 CITY OF GREATER SUDBURY STANDARD DRAWINGS TABLE OF CONTENTS Greater Sudbury Standard Drawings
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION JEFFERSON CITY, MISSOURI LISTING OF BID ITEMS FOR HIGHWAY CONSTRUCTION EFFECTIVE July 1, 2018 (ISSUED May 21, 2018) MISSOURI DEPARTMENT OF TRANSPORTATION
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION JEFFERSON CITY, MISSOURI LISTING OF BID ITEMS FOR HIGHWAY CONSTRUCTION EFFECTIVE October 1, 2018 (ISSUED August 1, 2018) MISSOURI DEPARTMENT OF TRANSPORTATION
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION
MISSOURI HIGHWAY and TRANSPORTATION COMMISSION JEFFERSON CITY, MISSOURI LISTING OF BID ITEMS FOR HIGHWAY CONSTRUCTION EFFECTIVE January 1, 2019 (ISSUED October 22, 2018) MISSOURI DEPARTMENT OF TRANSPORTATION
Virginia Department of Transportation. Tabulation of Bids. Counties: REPLACE SUPERSTRUCTURE OVER NORFOLK SOUTHERN RR
Page 1 of 14 0010 00100 MOBILIZATION 0020 00101 CONSTRUCTION SURVEYING (CONSTRUCTION) 0030 00110 CLEARING AND GRUBBING 0040 00120 REGULAR EXCAVATION 0050 00126 EARTHWORK 0060 00140 BORROW EXCAVATION ACRE
CITY OF ROCKLIN STANDARD DRAWINGS
CITY OF ROCKLIN STANDARD DRAWINGS November 2016 Table of Contents Page # Section 1 Section 2 Section 3 General Notes and Review Boxes 01-01 Signature Blocks... 1 01-02 General Notes (Sheet 1 of 8)... 2
RESIDENT ENGINEER S MANUAL 2014 SPECIFICATIONS ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT CONSTRUCTION DIVISION
RESIDENT ENGINEER S MANUAL 2014 SPECIFICATIONS ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT CONSTRUCTION DIVISION FOREWORD The Construction Industry is continually changing. New technology, materials,
SCHEDULE OF CONTRACT BID ITEMS AND QUANTITIES CONTRACT NO. T-644A, CAPITAL PROJECT 1323A I-78 BRIDGES AND APPROACH SLABS REHABILITATION
CONTRACT T-644A, CAPITAL PROJECT 1323A 1 0110-0013 MAINTENANCE BOND 2 4203-0001 CLASS 1 EXCAVATION CY 4,779 3 0205-0290 SELECTRED BORROW EXCAVATION, COARSE AGGREGATE, 2A CY 2,542 4 0212-0014 GEOTEXTILE,
ADDENDUM #3. STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No ; Federal Project No.
ADDENDUM #3 STATE ROUTE 60 AT POTRERO BOULEVARD INTERCHANGE PHASE I AND IA City Project No. 2016-003; Federal Project No. DEM10L-5209(008) November 9, 2017 Addendum for: AND IA STATE ROUTE 60 AT POTRERO
1.00 LS $150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150,000.
LAS VEGAS PAVING CORP. CONTRI CONSTRUCTION COMPANY AGGREGATE INDUSTRIES-SWR, INC. TAB CONTRACTORS, INC. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT
ERRATA SHEET FOR STANDARD SPECIFICATION BOOK FOR STATE ROAD AND BRIDGE CONSTRUCTION, EDITION 2007
ERRATA SHEET FOR STANDARD SPECIFICATION BOOK FOR STATE ROAD AND BRIDGE CONSTRUCTION, EDITION 2007 Sheet 1 of 7 GENERAL The Kansas Department of Transportation STANDARD SPECIFICATIONS FOR STATE ROAD AND
Riverside County Transportation Department Summary of Bids
1 COUNTY'S ESTIMATE Skanska USA Civil West CA Dist. Riverside, CA 92509 ITEM NO. ITEM CODE CONTRACT ITEM UNITS QUANTITY UNIT PRICE ENG ESTIMATE BID UNIT PRICE BID ESTIMATE 1 066100 DUST CONTROL LS 1 3,000.00
MONROE STREET CONTRACT NO DATE: 12/21/17
Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $100,000.00 $100,000.00 $48,300.00 $264,800.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 510.00 $15.00 $7,650.00 $10.00
TABLE OF CONTENTS 1.02 SPECIFICATIONS CONFLICT IN DRAWINGS AND SPECIFICATIONS OR DOCUMENTS PHYSICAL DATA...
TABLE OF CONTENTS SECTION 1 GENERAL 1.01 SCOPE... 1-1 A. Intent... 1-1 B. Taxes... 1-1 C. Permits... 1-1 D. 24 Hour Contact... 1-2 E. Emergency Project Identification Sign... 1-2 F. Notification to City
Tabulation of Bids 8 September 2017 MILL CREEK / PEAKS BRANCH / STATE THOMAS DRAINAGE RELIEF PROJECT
SCHEDULE 1 BASE BID: PROJECT-WIDE ITEMS All work exclusive of Items listed separately, including tunnel between Station 8+00 and 1 1 LS Station 271+85 $191,675,695.00 $191,675,695.00 $190,592,000.00 $190,592,000.00
Proposer shall make note of and/or incorporate all changes listed below into the requested
Request for Proposal (RFP) Bid No: 18-10-1940LE Addendum No. 4 Date: November 27, 2018 To: All Proposers Subject: Addendum No. 4 Consisting of nine (9) Pages RFP No.: Project Name: Owner: 18-10-1940LE
ESTIMATED DISTRIBUTION OF MATERIAL LIST Lomitas Negras Phase 2 Southern Sandoval County Arroyo Flood Control Authority
PAY DESCRIPTION GENERAL 1 1200 Construction Traffic Control and Barricading: including any and all access signs and permitting by the City of LS 1 Rio Rancho, 2 1504 Temporary Pollution Control: NPDES
:00 PM CST. McDonald Construction Inc of Slidell $1,002, Magee Excavation & Development LLC $1,
General Info Number: 316-00-17-47-2 Description: Lake Village Drainage Improvements - N. Pearl Mill & Overlay Deadline: 2017-7-9 2:00 PM CST Bids Business Bid Total McDonald Construction Inc of Slidell
SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.
SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section
CITY OF CARLSBAD 101 N. HALAGUENO STREET CARLSBAD, NEW MEXICO
I N D E X O F D R A W I N G S CITY OF CARLSBAD 101 N. HALAGUENO STREET CARLSBAD, NEW MEXICO MARCH 2016 Molzen Corbin Bohannan-Huston Bohannan-Huston PROJECT LOCATION VICINITY MAP 1155 Commerce Dr., Suite
LIST OF BID ITEMS STRUCTURAL WIDENING OR REPAIR SUPERSTRUCTURE REFER TO ITEM VDOT QTY. PAY ITEM FOOTNOTE SPECS ROUND- UNIT CODE REF.
1 Adhesive Anchors ATTD 1 EA 68060 Anchor Bolt Replacement PLAN, 412 1 EA 68166 Asphalt Concrete Ty. BM-2 315 1 TON 68213 Asphalt Concrete Ty. BM-2 w/trenching 315 1 TON 68233 Asphalt Concrete Ty. BM-25.0
3Bureau of Construction and Maintenance
Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT, EVEN IF NOT BIDDING. Or you may still FAX IT TO the Estimating Section at (785) 296-0999. Any instructions not followed will result