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ODOT (Oklahoma Department of Transportation) Oklahoma Department of Transportation Date: May 14, 2013 To: CONTRACTORS From: Office Engineer Subject: STPY-176B(096)SS, J/P 23278(04), Woods County, Call Order 420, May 16, 2013 AM Letting. THIS OFFICIAL NOTIFICATION CONCERNS THE ABOVE SUBJECT PROJECT: Attached is revised plan sheet #10 of the plans for the subject project. This revision will take place at Contract time. Please bid accordingly. If you have any questions, please call (405)521-2625. ALSO, if you are bidding this project, please indicate receipt of this notification by immediately signing and returning via FAX at (405)522-0972 or email to [email protected]. Masoud Pajoh, P.E. Asst. Division Engineer Office Engineer Division Printed Name Signature Title Company Date cc: Bridge Division Field Division VI Engineer Buffalo Resident Engineer Association of General Contractors Attachment: CO420_051613_JP2327804_Fax-01.wpd I~~ I~ I~~I~I~I ~ I PAY ITEM NOTES J.P. NO. 23278(04) PAY QUANTITIES 0200 BRIDGE r""""'" "'''''''' .. ~ 1 Bl PAYMENT TO THE CONTRACTOR WILL BE BASED ON PLAN QUANTITIES. US 281 OVER CIMARRON RIVER L1 rREVISED NOTE 5-14-13 1 B2 CONCRETE MAY BE PLACED AGAINST THE LIMITS OF EXCAVATION IF THE MATERIAL IS 13 - 100' TYPE IV P.C. BEAM SPANS EXCAVATED TO THE NEAT LINES OF THE SUBSTRUCTURE AND APPROVED BY THE 40' CLR. RDWY. WITH TR4 PARAPETS ~ STA. 351+99.83 ENGINEER. MEASUREMENT AND PAYMENT WILL BE AS SHOWN IN THE PLANS. ITEM NO. ITEM UNIT TOTAL B3 REFERENCE STD. B40-C-AS-03E FOR APPROACH SLABS. 501 (B) 1307 SUBSTRUCTURE EXCAVATION COMMON 81,B2 C.Y. 180 B4 REFERENCE STD. B40-C-SPR-QUAN-PCB-IV-03E FOR STAINLESS STEEL FIXED AND 501 (G) 6309 CLSM BACKFILL Bl C.Y. 206 EXPANSION BEARING ASSEMBLIES. 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) Bl LF. 5,187 L1 B5 CEMENT FOR ALL DRILLED SHAFT CONCRETE SHALL BE TYPE V PORTLAND CEMENT IN 504(A) 1304 APPROACH SLAB Bl,B3 S.Y. 281.2 ACCORDANCE WITH SECTION 701 OF THE STANDARD SPECifiCATIONS FOR HIGHWAY 504(B) 1305 SAW-CUT GROOVING Bl S.Y. 6,051.2 . CONSTRUCTION. AS AN opnON, TYPE II PORTLAND CEMENT MAY BE USED IN DRILLED SHAFT CONCRETE WITH THE ADDITION OF CLASS f fLY ASH TO THE MIX DESIGN. If TYPE II 504(C) 6250 SEALED EXPANSION JOINT Bl LF. 172.8 PORTLAND CEMENT IS USED WITH THE ADDITION OF CLASS F fLY ASH, THE CONCRETE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. 504(0) 6245 CONCRETE RAIL (TR4) Bl LF. 2,723.4 ALL COSTS ASSOCIATED WITH THE USAGE OF TYPE V PORTLAND CEMENT, TYPE II 506(A) 1322 STRUCTURAL STEEL Bl LB. 5,850 PORTLAND CEMENT AND CLASS F FLY ASH INCLUDING MATERIAL. LABOR, EQUIPMENT AND INCIDENTALS SHALL BE INCLUDED IN THE UNIT PRICE BID PER LINEAR FEET OF PAY ITEM, 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY Bl,B4 EA. 32 "DRILLED SHAFTS DIAMETER". 72" 507(B) 6174 STAINLESS STEEL EXP. BEARING ASSEMBLY Bl,B4 EA. 72 B6 PROVIDE PERMANENT CASING IN THE TOP 15' -0" OF ALL DRILLED SHAFTS. THI S 509(A) 1326 CLASS M CONCRETE Bl C.Y. 1,504.0 CASING SHALL BE SMOOTH WALLED PIPE IF INSTALLED IN CONFORMANCE WITH 509(B) 1328 CLASS A CONCRETE Bl C.Y. 621.8 SECTION 516.04(C)1 (c)3 OF THE SPECIFICATIONS OR CORRUGATED PIPE IF INSTALLED 509(0) 1331 CLASS C CONCRETE Bl C.Y 6.3 IN CONFORMANCE WITH 516.04(C)1(c)4 OF THE SPECIFICATIONS. THE CASING SHALL BE INCLUDED IN THE UNIT PRICE BID FOR "DRILLED SHAFTS 72" DIAMETER", AND 511(A) 1332 REINFORCING STEEL Bl LB. 2,640 WILL NOT BE MEASURED FOR PAYMENT IN ACCORDANCE WITH SECTION 516.05 OF 511(B) 6010 EPOXY COATED REINFORCING STEEL Bl LB. 430,460 THE SPECIFICATIONS. 514(A) 6010 PILES, FURNISHED (HP 1OX42) LF. 240 87 ENGINEER SHALl. DETERMINE THE 12 DRILLED SHAFTS THAT WILL BE TESTED WITH 514(A) 6011 PILES, FURNISHED (HP12X53) LF. 792 CROSSHOLE SONIC LOGGING. 514(B) 6292 PILES, DRIVEN (HP10X42) LF. 240 B8 PREPARE SURFACE AND INSTALL HIGH MOLECULAR WEIGHT METHACRYLATE SEALER 514(B) 6294 PILES, DRIVEN (HP 12X53) LF. 792 FOR DECK SLAB CONSTRUCTION JOINTS AT LOCATIONS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION 523 OF THE SPECIFICATIONS "CONCRETE SURFACE 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) Bl S.Y. 5,619 REPAIR BY SEALING". INCLUDE COSTS FOR LABOR, EQUIPMENT AND INCIDENTALS 516(A) 6098 DRILLED SHAFTS 72" DIAMETER B5,B6 LF. 1,616 NECESSARY TO COMPLETE THE WORK IN THE CONTRACT UNIT PRICE OF "SEALER 516(C) 6200 CROSSHOLE SONIC LOGGING B7 EA. 12 CRACK PREPARATION". 516(0) 6400 CSL ACCESS TUBES L.F. 10,128 B9 PROVIDE HIGH MOLECULAR WEIGHT METHACRYLATE SEALER FOR DECK SLAB 523(A) 6550 SEALER CRACK PREPARATION Bl,B8 LF. 326.4 CONSTRUCTION JOINTS AT LOCATION S SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION 523 OF THE SPECIFICATIONS "CONCRETE SURFAC E REPAIR BY SEALI NG". 523(B) 6560 SEALER RESIN B9 GAL. 4 IN CLUDE ALL COSTS OF THE SEALER RESIN MATERIAL IN THE CONTRACT UNIT PRICE 601(B) 1353 TYPE I-A PLAIN RIPRAP Bl0 TON 1,989 OF "SEALER RESIN". SEALER RESIN QUANTITY ESTIMATED AT 0.011 GALLONS PER FOOT OF CONSTRUCTION JOINT. 601 (C) 1355 TYPE I-A FILTER BLANKET Bl1 TON 382 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND B12 LF. 84 BID RIPRAP QUANTITY ESTIMATED AT 120 LBS. PER CUBIC FOOT. 613(1) 6207 6" NON -PERF. PIPE UNDERDRAIN RND. Bl,B13 LF. 40 Bll FILTER BLANKET QUANTITY ESTIMATED AT 105 LBS. PER CUBIC FOOT. 619(0) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE B14 LSUM B12 INCLUDE ALL COSTS ASSOCIATED WITH PROVIDING AND INSTALLING THE PERFORATED PIPE AND PIPE UNDERDRAIN COVER MATERIAL (BOTH FILTER SAND AND COARSE), INCLUDING ALL MATERIAL, LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, IN THE CONTRACT UNIT PRICE OF "6" PERFORATED PIPE UNDERDRAIN ROUND". INSTALLATION SHALL BE AS SHOWN ON STD. B40-C-ABUT-MISC-Ol E AND ON STD. PUD-3. B13 ITEM "6" NON-PERF. PIPE UNDERDRAIN-RND." INCLUDES 20 FEET OF NON-PERFORATED PIPE AT EACH ABUTMENT. THE INSTALLATION OF THE NON-PERFORATED PIPE AND COVER MATERIAL SHALL BE AS SHOWN IN THE PLANS AND ON STANDARD PUD-3 AND B40-I-ABUT-MISC. AN OUTLET MARKER SHALL BE INSTALLED WITHIN A 3'-0" RADIUS OF THE NON-PERFORATED PIPE UNDERDRAIN OUTLET. THE MARKER SHALL NOT REDUCE OR IMPEDE OUTFLOW FROM THE PIPE UNDERDRAIN OUTLET AND SHALL CONSIST OF ONE STEEL LINE FENCE POST MEETING THE REQUIREMENTS OF ROADWAY STANDARD RWF2-2, MSHTO M281 AND SHALL BE IN ACCORDANCE WITH SECTION 624 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. THE MAIRKER SHALL BE DRIVEN VERTICALLY A MINIMUM OF 2'-6" INTO THE SOIL BENEATH THE RIPRAP LEAVING A MINIMUM OF 2'-0" EXPOSED ABOVE THE RIPRAP. ALL COSTS OF THE NON-PERFORATED PIPE UNDERDRAIN INSTALLATION AND STANDARD BEDDING MATERIAL, INCLUDING OUTLET MARKER, TRENCH EXCAVATION, MATERIAL, LABOR, EQUIPMENT, AND INCIDENTALS SHALL BE INCLUDED IN THE UNIT PRICE BID PER FOOT OF "6" NON-PERF. PIPE UNDERDRAIN-RND." B14 ITEM "REMOVAL OF EXISTING BRIDGE STRUCTURE" CONSISTS OF REMOVAL AND DISPOSAL OF SUPERSTR UCTURE AND SUBSTRUCTURE OF 25 - 50' - I-BEAM SPANS WITH 28' CLEAR ROADWAY IN ACCORDANCE WITH SUBSECTION 619.04(b)-2 OF THE SPECIFICATIONS AND IN A MANNER APPROVED BY THE ENGINEER. THE EXISTING BRIDGE PAINT SYSTEM DOES CONTAIN LEAD PAINT. THE BEAMS ARE TO BE SALVAGED AND NEATLY STACKED WITHIN ODOT RIGH-OF-WAY, AND SHALL BECOME PROPERTY OF WOODS COUNTY. THE REMAINING STRUCTURE AND MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR . INCLUDE ALL COSTS FOR LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK IN THE CONTRACT UNIT PRICE OF "REMOVAL OF EXISTING BRIDGE STRUCTURE". DESIGN T.A.C. US 281 OVER CIMARRON RIVER WOODS COUNTY DRAWN J.D.H. CHECKED J.T.H. BRIDGE PAY ITEMS & NOTES APPROV. J.T.H. SQUAD COBB ENG. JOB PIECE NO. 23278(04) SHEET NO. 10 Left part of page 1 (Call Order 420, 1 plan sheet(s) total). I~~ I~ I~~I~I~I ~ I PAY ITEM NOTES J.P. NO. 23278(04) PAY QUANTITIES 0200 BRIDGE r""""'" "'''''''' .. ~ 1 Bl PAYMENT TO THE CONTRACTOR WILL BE BASED ON PLAN QUANTITIES. US 281 OVER CIMARRON RIVER L1 rREVISED NOTE 5-14-13 1 B2 CONCRETE MAY BE PLACED AGAINST THE LIMITS OF EXCAVATION IF THE MATERIAL IS 13 - 100' TYPE IV P.C. BEAM SPANS EXCAVATED TO THE NEAT LINES OF THE SUBSTRUCTURE AND APPROVED BY THE 40' CLR. RDWY. WITH TR4 PARAPETS ~ STA. 351+99.83 ENGINEER. MEASUREMENT AND PAYMENT WILL BE AS SHOWN IN THE PLANS. ITEM NO. ITEM UNIT TOTAL B3 REFERENCE STD. B40-C-AS-03E FOR APPROACH SLABS. 501 (B) 1307 SUBSTRUCTURE EXCAVATION COMMON 81,B2 C.Y. 180 B4 REFERENCE STD. B40-C-SPR-QUAN-PCB-IV-03E FOR STAINLESS STEEL FIXED AND 501 (G) 6309 CLSM BACKFILL Bl C.Y. 206 EXPANSION BEARING ASSEMBLIES. 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) Bl LF. 5,187 L1 B5 CEMENT FOR ALL DRILLED SHAFT CONCRETE SHALL BE TYPE V PORTLAND CEMENT IN 504(A) 1304 APPROACH SLAB Bl,B3 S.Y. 281.2 ACCORDANCE WITH SECTION 701 OF THE STANDARD SPECifiCATIONS FOR HIGHWAY 504(B) 1305 SAW-CUT GROOVING Bl S.Y. 6,051.2 . CONSTRUCTION. AS AN opnON, TYPE II PORTLAND CEMENT MAY BE USED IN DRILLED SHAFT CONCRETE WITH THE ADDITION OF CLASS f fLY ASH TO THE MIX DESIGN. If TYPE II 504(C) 6250 SEALED EXPANSION JOINT Bl LF.
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