Falconer Ramsey Drain and Lower Aberarder Creek Tender

"FALCONER-RAMSEY DRAIN &\nLOWER ABERARDER CREEK\nTENDER\n\nTOWN OF PLYMPTON-WYOMING\nTENDER for CONTRACT 2021-1318\n\nCLOSING DATE: March 7, 2024 @ 11 a.m.\n\nJO Destiu_\n\nEngineering Inc.\n" "BID FORM\nFALCONER-RAMSEY DRAIN & LOWER ABERARDER CREEK\nTOWN OF PLYMPTON-WYOMING\nOWNER: Town of Plympton-Wyoming\n\nCONTRACT ADMINISTRATOR: R. Dobbin Engineering Inc.\n\nLOCATION: Lots 16-25, Concessions 8-12 in the Town\nof Plympton Wyoming from Oil Heritage\nRoad to Uttoxeter Road.\n\nBids will be received in sealed envelopes clearly marked \u201cFalconer-Ramsey\nDrain & Lower Aberarder Creek\u201d at the Town office of:\n\nTown of Plympton-Wyoming\n546 Niagara Street\nWyoming, ON\nNON 1T0O\n\nYour bid must be received at the above specified location no later than:\nThursday March 7\", 2024\n11:00 A.M. LOCAL TIME\n\nThis will be a Public Tender Opening. Contractors may attend the opening.\nResults will be emailed out to all Bidders.\n\nBid inquiries shall be submitted as stated

below:\n\nDavid Moores\nR. Dobbin Engineering Inc.\n4218 Oil Heritage Road\nPetrolia, Ontario\n(519)-882-0032, ext. 203\n(519) 331-3675\ndavid@dobbineng.com\n\nTender enquiries shall be accepted until\nTuesday, March 5th, 2024\n\nTENDER for CONTRACT 2021-1318\n\nFALCONER-RAMSEY DRAIN & LOWER ABERARDER CREEK\nVE\n\nEngineering Inc.\n" "SCHEDULE OF TENDER PRICES\nTENDER PRICE\n\nA. Offer by:\n\nName:\n\nAddress: __\nHST #:\n\nDate:\n\nTo: The Town of Plympton-Wyoming\n\nWe, the undersigned, having examined the site of the Work, having\ncarefully investigated the conditions pertaining to the Work and having\nsecured all the information necessary to enable us to submit a bid, and\nhaving inspected all the Contract Documents and Drawings, hereby\nagree to enter into a Contract and perform all the Work in accordance\nwith the Contract Documents and Drawings to the satisfaction of the\nContract Administrator for the total bid price INCLUDING HST of:\n\n($ )\n\n1. ADDENDA\nWe agree that we have received addenda to inclusive, and the\nbid price includes the provisions set out in such addenda.\n\nTENDER for CONTRACT 2021-1318\nFALCONER-RAMSEY DRAIN & LOWER ABERARDER CREEK\nVE\n\nEngineering Inc.\n" "FALCONER-RAMSEY DRAIN & LOWER ABERARDER CREEK\n\nTENDER TABLE\nItem No. Description Quantity Unit Unit Cost ($) Total ($)\n1 Pre-Construction Meeting 1 LS\n\nBrushing, Tree Removal and Spot Cleanouts between Stations 0+018 and 1+920 along\n\n? west/south side Ian hans\nBrushing and Tree Removal from 0+775 to 0+790 and 1+040 to 14060 for rip rap\n\n3 ; z 1 LS\nplacement on east side of the Channel\n\n4 Brushing and Tree Removal between Stations 14920 and 9+068 1 LS\n\n5 Bottom Cleanout Only complete with Levelling (Station 14920 to 2+100, 3+060 to 3+194, 1273 rn\n\n3+889 to 44035, 6+100 to 6+170, 6+241 to 6+326, 8+135 to 8+490, 8+530 to 8+803)\n\nBottom Cleanout and One Bank Re-Sloping to 2:1 complete with Levelling (Station 2+100\nto 2+662, 3+194 to 3+504, 3+578 to 3+584, 3+604 to 3+889, 4+32 to 44970 less toe pulls,\n4+970 to 6+000, 6+900 to 8+135, 8+490 to 8+530, 8+803 to 9+058 less road crossings)\n\nOne Bank Re-Sloping to 2:1 complete with Levelling (No Bottom Cleanout) (Station\n2+662 to 2+836, 2+944 to 3+034, 3+510 to 3+580, 4+970 to 5+527 as required, 6+000 to\n6+100, 6+326 to 6+679, 6+699 to 6+760, 8+020 to 8+080)\n\nExcavation and Levelling to Construct Two-Stage Channel (Station 4+055 to 4+320) c/w\nSod Matting (Station 4+055 to 4+105)\n\nExcavation to Pull East Toe and Bank Re-Sloping to 2:1 complete with Levelling (Station\n4+580 to 44600 and 4+675 to 4+725)\n\nReslope and to construct 6:1 slope on North and South Bank and Remove and Re-Install\nStone near Station 5+070 to allow for occassional access\n\nDrain Re-Routing from Station 14950 to 14990\n\nExcavation to Construct New Channel\nFill in a Mn N ee \u2014 Channel with Excavated Material\n\nA |Excavation to Construct New Channel\n\nFill in Open Channel with Excavated Material\n\nSupply and Installation of Rip Rap for bank stabillity, riffle-pools, temporary rock flow\n13 check dams, woody-debris, culvert endwalls and tile outlets (Approx. 640 tonne specified, 840 |tonne\nremainder provisional)\n\nSupply and Installation of Rip Rap for bank stabillity from 0+775 to 0+790 and 14040 to\n\n14 1+060 on east side of the Channel\n\n160 tonne\n\n" "Estimate of Cost (Continued)\n\nItem No. Description\n\nQuantity\n\nPage 2 0f3\n\nUnit Unit Cost ($) Total ($)\n\n15 Fence Removals and Re-Installation\n\n1\n\nLS\n\nReconnect Tile Outlets\n\nDouble Straw Matting and Seeding\n\n25,100\n\nsq.m\n\nWoody Debris Erosion Protection (Station 2+990) excluding rip rap\n\nI\nun\n\nTree Plantings c/w Wire Fence\n\n12\n\neach\n\nSupply and Install of Cobblestone Substrate (Station 3+370 to 3+400) and Cobblestone for\nRiffle-Pools\n\nBIER\n\n80\n\ntonne\n\nExcavation and Levelling to create Meandering Low Flow Channel (Sta. 6+000 to 6+060\nand 6+760 to 6+900)\n\n200\n\nExcavation, Levelling and site work to Create Rock Riffle and Pool (Station 3+630, 5+100,\n\n2 7+770 & 9+010) (excluding rip rap)\n\neac\n\n>}\n\nSediment Traps (Station 14920, 24470, 3+970, 4+470, 5+410, 5+910, 6+910, 7+410,\n8+310)\n\ni Bl\n\nRe-Use of Rip Rap from Temporary Rock Flow Check Dams (Station 14920, 3+970,\n\neach\n\n24 |51910, 84310) get\n25 Gravel Substrate to be Re-Instated (Station 2+160 to 2+610 & 6+910 to 7+830) 300 m\n26 Culvert No. 4\nA |Removal and Disposal of Existing Structure and Excavated Material 1 LS\nB [Supply and Install 5000x1800mm Concrete Box Culvert c/w Bedding 10 m\nC [Supply and Install Granular \"B\" Type I 300 |tonne\nD [Supply and Install Granular \"A\" 40 tonne\nE [Supply and Install Concrete Block Endwall 50 each\nF |Build up Adjacent Land with Excavated Material to blend Access Height 1 LS\n27 Culvert No. 8\nSupply and Install 4500x1800mm Concrete Box Culvert c/w Bedding 10 m\nSupply and Install Granular \"B\" Type II 300 |tonne\nSupply and Install Granular \"A\" 40 tonne\nSupply and Install Concrete Block Endwall 50 each\nBuild up Adjacent Land with Excavated Material to blend Access Height 1 LS\n\n"