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HomeMy WebLinkAboutTR-64-86 TOWN OF NEWCASTLE ° REPORT File # Res. #, P- - �� -�: By-Law # METING: THE GENERAL PURPOSE AND ADMINISTRATION COMMITTEE MEETING DATE: September 2, 1986 REPORT #: TR-64-86 FILE #: a&JECT: QUOTATION NO. Q86-19, HOT MIX PATCHING RECOMMENDATIONS: It is respectfully recommended that the General Purpose and Administration Committee recommend to Council the following : 1 . That this report be received for information. BACKGROUND AND COMMENT: During the August Council break and in accordance with resolution number GPA-376-86, Mackie and Reid Paving Limited, Orono, Ontario, with a total bid of $18,540.70, being the lowest responsible bidder meeting all terms, conditions and specifications, were awarded Quoation Q86-19, Hot Mix Patching. The funds expended will be drawn from the approved Public Works Road Maintenance Construction and Capital Project budgets from which there are adequate funds available. Formal Quotations were publicly advertised and called for the supply and placement of Hot Mix Patching as required by the Department of Public Works. Quotations were invited from the following : Royel Paving Lindsay, Ontario Dorline Construction Limited Pickering, Ontario Miller Paving Limited Unionville, Ontario Galea Paving & Excavating Oshawa, Ontario Harnden & King Construction Limited Cobourg, Ontario Page - 2 - V J (b) TR-64-86 QUOTATION Q86-19, HOT MIX PATCHING Mackie and Reid Paving Limited Orono, Ontario Bennett Paving & Materials Limited Oshawa, Ontario Due to an extremely busy season , the only quotation submitted was as follows: BIDDER TOTAL BID Mackie and Reid Paving Limited $18,540.70 Orono, Ontario Due to the nature of the work involved, the variations in the locations of the patching and the estimated tonnes required, it is difficult to ascertain the actual price increase compared to 1985, however, it is minimal . See attached 1986 Hot Mix Patching Schedule marked Schedule "A" After review and analysis of the quotation by Public Works and Purchasing staff, it was mutually agreed that Mackie and Reid Paving Limited, Orono, Ontario, be awarded the contract to supply and place Hot Mix Patching as quoted. Respectfully submitted, J.R. Blancd , Treasur G.J. Ough, P. Eng. , Director of Public Works. /hjm Attachment 3 -Cb> Page 11 of 11 THE CORPORATION OF THE TOWN OF NEWCASTLE Quotation Q86-19 PURCHASING OFFICE QUOTATION REQUEST 4:00 P.M. (Local Time) Closing Time & Date(Local Time).F!"ldd�/, August 8, 1986 Q86-19 . . ...... ...Quotation No.:....................... . . .. . . . . . . Reference/Purchasing &Supply Agent:........Lou- Ann Bi rkett ..Phone:(416)623-3379 Date: ....... July 21 , 1986 ...... ........ . . ... Quotations are invited for the following goods and/or services listed below.Complete in Ink or by typing where applicable all blank spaces and return one ropy in the enclosed envelope.Bids must be received at the office of the Purchasing and Supply Agent,Corporation of the Town of Newcastle,40 Temperance Street.Bowmanville,Ontario L1C 3A6,by the closing time and date.Late bids will not be accepted.Any or all quotations may be accepted in whole or in part and the lowest or any quotation not necessarily accepted. QUANTITY DESCRIPTION UNIT PRICE EXTENDED PRICES Prices quoted shall be payable in Canadian Funds,F.O.B.destination,including Federal Sales Tax applicable,unless otherwise indicated.Ontario Retail Sales Tax,if applicable shall be quoted as a separate item. I/We hereby agr a to supply all necessary labour, aterials and equipment to provide Hot Mix Patchin in accordance with all terms, con itions and speci ications Of the prices bid here n: TOTAL BID (Total of Pages 4 - 10 inclusive) NOTE: Prices to include all applicable taxes COMPLETION DATE IARANTEED DELIVERY DATE CASH DISCOUNT .,PON RECEIPT OF OFFICIAL ORDER........................... AND TERMS: ORIGIN OF GOODS: GOODS TO BE SHIPPED FROM: CITY & COUNTRY..................../.................... CITY & COUNTRY................ The terms and conditions undersigned, agrees to successful ssful bidder mugoods h conform o services for cponditions s tforth on the official purchase Newcastle,conformin subsequently Issued upon award,unless otherwise indicated by the Corporation of the Town of Newcastle. AUTHORIZED SIGNATU : FIRM NAME(Bidder)... f114!£.. . ..... .... . . . ... . ADDRESS:..... .... ........... PRINT NAME: POSTAL CODE:. . . ..... !� e.7-. .. � :Q... . . . .. . . ... . TELEPHONE: (. .. . . ). . . . . . . .QB . . 4r S. . . . .. ... .. ... . . ....... ONTARIO RETAIL SALES TAX PERMIT NO.:. . . . . . . . . . . . . . . . . . . . . . . . TITLE: ATTACHMENT "A" Quotation No. Q86-19 I ,.� DIVISION: Darlington 1986 HOT MIX PATCHING Page 4 of 11 ITEM LENGTH iDTH DEPTH AREA COST PER ' NT LOCATION m m mm S .METRE S .METR TOTAL NOTES shoulder swa e, remove necessary D1 Concession Rd.6 - 1/2 mi . west of Scu og Road 160 .60 5C 96. gravel and repave 7208-00451-3 North side swa a from beginning ot guide posts east to end o osts and run off into ditch D2 Same location as above - south side 160 .6 .,5C 96. /2.«y //S2 ✓ same as above culvert - remove gravel and repave D3 Tyler Street - house East of Trulls Road, north side 4.3 3.7 5 16. 00.'00 3324.e� 7206-00501-7 D4 Tyler Street - 1st house east of Trull s. Road, south side 4.8 1.8 8.7 i .ao same as above remove necessary grave and repave D5 Trulls Road - west side, shoulder swale - entrance to 100 .6 -5C 60. swale to runoff into ditch swa a to be flared to pick up side street (Stroh Is Road 7208-00451-3 from east end of guide posts, southerly D6 Trulls Road - east side, from north end of of guide posts 100 .60 50 60. same as above southerly, flare north end of swa e. Saw cut, remove and repave D7 Green Road - 2nd cross culvert south of stables 6.4 1.9 50 12.1 za.ao Z.¢2,cx, 7206-00401-8 1/2 mi . south of Taunton Road Pave widened shoulder on curve D8 Davis Court, Solina - southeast corner 25. 1 1.0 5 25. 7208-0169-00451-3 across from - D9 19 Hillside Court, Solina - west side 20. 1.0. 5 20. i2,00 same as above Quotation No. Q86-19 DIVISION: Clarke 1986 HOT MIX PATCHING Page 5 of 11 ITEM LENGT IDTH ' DEPTH AREA COST PE NO. LOCATION m m mm SQ.METRES SQ.METRE TOTAL NOTES cross culvert - remove grave &-repave C1 Best Road - 1/3 mi . north of Conc. 8 12.3 5.4 �50 65.5 786• to be reset by Town 7206-00403-6 C2 Conc. 5 - just west of Salebarn Road 6.5 3.5 50 22.0 . vc a5 .< same as above remove aspha t over culvert and repave C3 Salebarn Road at Br ants, 5th house south of Conc. 5 5.9 3.5 •50 21.0 vc; 7206-00403-6 cross culvert - remove gravel & repav C4 Salebarn Road at Bryants 5.9 2.0 50 11.8 7206-00403-6 cross culvert - remove gravel & repave C5 Salebarn Road, 4th house south of Conc. 5, west side 3.2 2.2 50 7.0 ,�c,,<� i eo,oc, culvert to be installed by the Town 7206-00403-6 C6 Conc. 3, north side - 4th house east of Carveth's Bridge 4.7 1.5 50 7.0 same as above culvert - remove asphalt & repave C7 Conc. 3, north side - 3rd house east of bridge 5.4 1.4 50 8.0 zed i6o,00 7206-00403-6 'culvert - remove gravel & repave C8 Conc. 3, south side - 1st house west of bridge 4.0 3.5 50 14.0 20n,1 7206-00403-6 cross cu vert - remove asphalt & C9 Conc. 5, just east of Bruce Hancock's Vickers Road 6.5 2.0 50 13.0 0.,,<K; 24,0, CIC, repave 7206-00403-6 cross culvert - remove gravel & repave C10 Baseline - 100 yds. east of Rileys Road 6.0 3.7 50 22.2 2a, culvert set by Town 7206-00403-6 cross culvert - remove asphalt & C11 Leskard Road just north of Taunton Road 7.0 1.8 50 12.6 /,5 22(0.80 repave 7206-00403-6 cross culvert - remove asphalt & C12 Leskard Road - 1/4 mi north of Taunton Road 6.4 2.0 50 13.0 1Bq, repave 7206-00403-6 culvert remove asphalt & repave C13 Allins - east side of Leskard Road, 1/4 mi north Taunton 4.3 1.4 50 6.0 za. 12.0.00 7206-00403-6 culvert remove asphalt & repave C14 Rickard - east side of Leskard Road, 1/4 mi north of Taunton 4.45 1.8 50 8.2 00-00 16,9r.cp 7206-00403-6 remove grave & .repave- culvert to be C15 Station Street at Ochonski 10.7 2.5 50 27.0 116 c.c> relocated by Town 7206-00403-6 cross culvert - remove asphalt C16 Leskard Road just north of Taunton Road 6.4 2.0 . 50 13.0 /q, repave 7206-00403-6 cross culvert - existing box culvert C17 Greens Road Leskard Rd 750 m. south of Conc. 5 5.25 2.7 50 14.0 i ,� 252 ro to be removed by Town - remove gravel and repave 7206-00403-6 Quotation No. Q86-19 Page 2 DIVISION: Clarke 1986 HOT MIX PATCHING Page 6 of 11 ITEM LENGT WIDT DEPTH AREA COST PE NO. LOCATION m m mm S .METRE S .METR TOTAL NOTES Depression in wa kway through gate C18 Walkway - Peter's Pike to Mill Street 7.35 1.05 25 7.7 25. :aa /qZ, 5u Blend to exist. pavement 7212-00403-4 V cross culvert to be reset by Town C19 Green's Road/Leskard Road/Conc. 4 - corner 10.5 2.5 50 26.0 16.E 4V,6,CPO 7206-00403- saw cut, remove & repave C20 Conc. 3 at Arthur Street 6.7 1.0 .50 6. ,�,a 20�to 7206-00403- t Quotation No. Q86-19 Page 7 of 11 DIVISION: Bowmanville 1986 HOT MIX PATCHING Note: CB - Catchbasin � ITEM L£NG ID H DEPTH AREA ST P NO, LOCATION m m mm S .METRE S .METR TOTAL NOTES B1 #4 Hillier Street 3.6 saw cut, remove asphalt & repave CB .6 50 2.16 7207-00432-9 62 #5 Hillier Street end in around catch basin 3.0 .3' 25 1.05 ' G,�` 1207-X-00432-9 63 12 Hillier Street 3.5 .9 50 3.3 saw cut, remove asphalt & repave CB %.� 7207-X-00432-9 B4 24 Hillier Street 3.0 .9C 50 2,70 saw cut, remove asphalt & repave CB .3��, �:c 7207-X-00432-9 B5 23 Hillier Street 2.75 F .8C 50 2.2 66,a , same as above B6 35 Hillier Street 1.85 .8E 50 1.6 3,:,, same as above 67 36 Hillier Street 1.0 1.0 50 2.0 ;3c, �,. , same as above B8 15 Hetherington, west side 3.3 .8 50 2.65 a.v,- 7V �; same as above 69 15 Hetherington, east side 2.5 1.1 50 2.9 , , 7�„ same as above B10 Cole Avenue, east side 2.1 .4 50 .95 .3©, z same as above B11 Cole Avenue, west side 1.6 .60 50 .96 ' same as above B12 18 Cole Avenue 1.85 .9 50 1.68 30, �, V/ same as above 613 26 Cole Avenue 8.0 3.0 50 24.0 saw cut, remove & repave stor sewer ,� 5- storm sewer 7207-00442-7 saw cut, remove & repave B 614 2 Little Avenue 2.5 .9 50 2.25 r ' 7207-X-00432-9 B15 37 Little Avenue 1.8 .6 .,50 1.08 a -3.?,4,o V same as above B16 46 Little Avenue 1.6 .6( 50 1.0 ,.), 30, same as above B11 42 Little Avenue 8.0 2.2 50 17.6 saw cut remove and repave storm sewer z2. trench 7207-00442-7 saw cut remove and repave CB B18 50 Little Avenue 2.0 .7 50 1.4 >.�n 4e<<r> 7207-00432-9 Quotation No. Q86-19 Page 8 of 11 Page 2 DIVISION: Bowmanville 1986 HOT MIX PATCHING ITEM ENGT I-DTH DEPTH AREA OST PE NO. LOCATION m m mm _N.METRE S .METR TOTAL NOTES saw cut , remove and repave CB B19 50 Little Avenue, east side 1.9 .90 .50 1.7 �;.M; /.v� 7207-00432-9 B20 3 Holgate 2.8 .90 50 2.5 ,, same as above B21 4 Holgate 2.8 .90 .50 2.5 /-5.4r-, same as above B22 15 Holgate 1.75 .75 50 1.3 30, same as above B23 42 Holgate 2.7 1.15 50 3.1 3�� �>� 3.� same as above B24 36 Hetherington 2.45 1.0 50 2.45 - �,,� /.3 su same as above B25 29 Hetherington, west side 2.4 1.0 �50 2.4 3«« T same as above B26 29 Hetherington, east side 2.4 1.2 50 2.9 <lr-> o,c, same as above B27 74 Little Avenue, east side 2.2 .90 .50 2.0 �,,�� ,�"o, same as above B28 87 Little Avenue 3.7 1.0 50 3.7 /iV ao same as above B29 94 Little Avenue 9.0 1.3 25 11.7 /Bg .dv blend around catchbasin B30 90 Little Avenue 6.5 1.6 25 10.4 /9, 1B,7, blend into pavement 7208-00412-1 B31 98 Little Avenue 4.0 1.4 25 5.6 '00f same as above B32 96 Little Avenue 4.85 1.1 25 5.4 Z�, �„� �,�;,��� same as above sawcut, remove &repave B33 . Strike & Waverle , northeast corner 2.65 1.65 50 4.4 � d..„� /3 ,�; 7207-00432-9 B34 Strike & Waverle , east corner F5.25 .85 50 1.3 ,o, <<,� same as above saw cut, remove & repave - pavement 635 Strike & Waverley 1 2.25 1 50 11.9 5�,�, 297,sa depression 7208-00412-1 saw cut, remove & repave B B36 4 Lawrence Avenue 1.6 .70 50 1.2 3v.�v .3; 7207-00432-9 IQuotation No. Q86-19 Page 3 DIVISION: Bowmanville 1986 HOT MIX PATCHING Page 9 of 11 ITEM LENGTI WIDTH DEPTH AREA COST PE NO. LOCATION m m mm S .METRE S .METR :TAL NOTES saw cut, remove & repave CB 637 11 Lawrence Avenue 1.6 .70 50 1.2 ' o, �,,� ,�.v 7207-00432-9 B38 71 Lawrence Avenue 1.8 .70 50 1.3 - ':� :519, c V same as above B39 76 Lawrence Avenue 2.2 .80 50 1.8 same as above B40 83 Lawrence Avenue, west side 2.0 .90 50 1.8 < 5 � same as above B41 83 Lawrence Avenue, east side 1.9 .65 50 1.25 3e0, 00 3;-�Sv same as above saw cut , remove & repave pavement 642 6 Hetherington 3.0 5.5 50 16.5 �v,aa �,� depression 7208-00412-1 B43 6 Hetherington 6.8 2.5 50 17.0 2c,:pc, 3¢o, co same as above B44 64 Third Street 11.6 1 2.75 .50 32.0 ✓ remove gravel & repave 7206-00403-6 B45 76 Third Street 6.4 2.7 50 17.3 1:6, 0,7, �, V same as above B46 80 Third Street 4.6 3.2 50 14.8 i�,�, ,�V same as above saw cut, remove aspha t. & gravel & B47 86 Third Street 5.6 2.4 50 13.5 repave 7206-00403-6 B48 122 Third Street 2.0 1.1 50 2.2 , same as above remove gravel & repave B49 91 High Street - swale from #91 north - water to run nort 26.0 1.0 50 26.0 1 ,00 ¢/ ,00 7208-00452-2 remove gravel , asphalt & repave B50 96 High Street - west side swale from Second to Third St. 162.0 1.3 50 21.1 tit 7208-00452-2 651 104 High Street en into pavement 6.4 1.8 .38 11.5 7208-00412-1 B52 106 Nigh Street 4.1 1.8 25 7.4 same as above B53 106 High Street 4.6 1.6 25 1.6 2o,v,o • p,oo same as above saw cut, remove and repave B54 26 Frank Street 7.2 1.4 50 10.1 2 2z.za 7208-00412-1 Quotation No. Q86-19 Page 4 DIVISION: Bowmanville 1986 HOT MIX PATCHING Page 10 of 11 ITEM ENG IDTH EPTH ARE OST PE N0. LOCATION m m mm S .METRE SQ.METRE TOTAL NOTES B56 23 Frank Street 3.0 2.0 50 6.0 Z S.•)G 1Sv.�� saw cut, remove & repave 1208-00412-1 B57 21 Frank Street 7.2 1.9 50 13.7 .06, z;z/,,vo same as above B58 18 Frank Street 3.0 2.0 50 6.0 s..�o /S-oloo same as above B59 19 Frank Street 1.45 1.9 50 2.7 .30,00 8l.0o same as above I