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HomeMy WebLinkAboutTWP 91 039 Agreement - M.T.O ~ , . v . THE CORPORATION OF THE TOWNSHIP OF KINCARDINE BY-LAW NO. 91-39 A BY-LAW TO AUTHORIZE the execution of a proposal and estimate of project cost pursuant to an agreement with Her Majesty the Queen, In Right of the Province of Ontario, as represented by the Minister of Transportation, entered into under the Public Transportation and Highway Improvement Act, R.S.O. 1980, Chapter 421. "WHEREAS the appended proposal and estimate of project cost dated the 4th day of November 1991, for the construction of the structure replacement of the Moore Bridge, Site 2-253 on Kincardine Township Road #25 has been prepared pursuant to the said agreement with Her Majesty the Queen, In Right of the Province of Ontario, as represented by the said Minister." BE IT THEREFORE ENACTED by the Council of the Corporation of the Township of Kincardine: 1. That the hereinbefore recited proposal and estimate of project cost be approved. 2. That the Reeve and Clerk be and they are hereby authorized and directed to sign the hereinbefore recited proposal and estimate of project cost and to affix thereto the seal of the Corporation. 3. That this By-Law be given a first, second, and third reading and finally passed, signed and sealed by the Council of the Corporation of the Township of Kincardine this 4th day of November 1991. xg~_----:~> Reeve -- _ ~ -___< ., -" - . ~.- =- -: -~ ::--. ?pùÞß!i;"j; . · · · B) · ~ '.. ., t 2 APPENDIX NO. 1 DATE . PROPOSAL AND ESTIMATE OF PROJECT COST FOR THE CONSTRUCTION OF A STRUCTURE REPLACEMENT IN THE TOWNSHIP OF KINCARDINE IN THE COUNTY OF BRUCE ON TOWNSHIP ROAD #25 AT BERVIE. Pursuant to Motion Number 16 dated the 7th day of Januarv 19~ the Corporation of the Township of Kincardine proposes that the structure replacement be constructed by the Ministrv of TransDortation namely: Moore Bridae. site 2-253 at Bervie on Kincardine TownshiD Road #25: In accordance with plans and specifications approved by the Minister and the Corporation in the manner and at a total project cost estimated and divided sUbstantially as follows: A) DIRECT COSTS a) Estimate of Construction Costs Includes: - Services - Supplies & Materials - Equipment - Contract Tender (See Detailed Breakdown) - Utilities (handled by Twp.) $ 249,044.00 (1) NIA NIA NIA $ 249,044 NIA b) Field Enqineerina and Sunervision Contract Tender 3% on first 50,000 $ 2% on next 50,000 1% on remaining 149,044 b) Ontario Hydro 3rd Party Invoice (Utilities) 9.8% of (1) c) Desian Enaineering (Bridge design handled by Township of Kincardine) d) Material Handlina Costs TOTAL DIRBCT COSTS MINISTRY ADMINISTRATIVE OVERH~ a) $ 24,406.31 NIA N/A $ 273,450.31 (2) 1,500.00 1,000.00 1,490.44 NIA 0) General Overhead on Remainder of Direct Costs 15% of 24,406.31 (i.e. (2)-(1» TOTAL MINISTRY ADMINIS'l'RATIVB OVBRBBAD SUBTOTAL (2) + (3) TOTAL PROJBCT COST NOTE: N/AzNot Applicable Oct-69A. 1 3.660.95 7,651.3t (3) $281,101.70 (4) GST 7% of (4) 19.677.12 $300,778.82 · · · · ',. ~ i . . -.1, 3 It is understood that the estimated total project cost is based on the best information available for the Contract Tender at the time of submission. Upon the award of the Contract, the total project cost will be recalculated by the Minister of Transportation based upon the contract tender cost revised using the actual tender quantities and unit costs for each item. This p~posal is hereby submitted this "i day of ~/ 19,&: by or on behalf of he Corporation of the TownshiD of Kincardine (SEAL) ~L Reeve l£'h,.t--jJ~ Clerk and is hereby accepted by or on behalf of the Minister. (SEAL) (Note: A statement of the Estimate of'Contract Tender Cost is attached. ) Oct-69A.2 " . ~.- . ., . . 4 ESTIMATE OF CONTRACT TENDER COST . MOore Bridge, Si~e 2-253 A) S~ructure It.mB Onit 1l.DU. OUantity coatIS' Tot.llS' 1. Removal of Structure L.S. 70,,.3 500.00 35,000 2. Onwatering Structure Excavation L.S. 15,000.00 15,000 3. Hass COncrete ,.3 6.5 430.00 2,795 4. concrete in Footings .3 38.9 310.00 12,059 5. concrete in Structure L.S. 124.4 450.00 55,980 6. Concrete in Barrier Walls L.a. 11.3 .3 1,000.00 11,300 7. Concrete in Approach Slabs L.S. 25.5 m3 280.00 7,140 8. Reinforcing Steel t 13.1 1,250.00 ' 16,375 9. Coated Reinforcing Steel t 6.6 1,650.00 10,890 10. Pedestrian Handrailing L.S. 43.6 . 300.00 13,080 11. Bridge Deck Waterproofing L.S. 86.7 ma 18.00 1,560 12. Embedded Work in Structure (Otility) L.S. 500.00 500 13. Deck Draine Ka 4 475.00 1.900 . SOB-TOTAL PART (A) $183,579 B) Road Items IResultina directlv from Structure Reolacementl 14. Barth Excavation for Structure m3 553 12.00 6,636 15. Clearing Ea 6 400.00 2,400 16. Grubbing Ea 6 400.00 2,400 17. Subdrains (100 rom) ,. 25 19.00 475 18. Granular "B" Type I t 546 7.00 3,822 19. Granular "A" t 162 10.00 1,620 20. Concrete Curb & Gutter m 36 42.00 1,512 21. Rock Protection .a 229 80.00 18,320 22. GeotextUe .a, 284 2.50 710 23. Gabione mj 62 125.00 7,750 24. Gabion Structures m3 65 135.00 8,775 25. Geotextile .a 213 3.50 745 26. Steel Beam Guide Rail . 26 85.00 2,210 27. Eccentric Loader Ea 2 2000.00 4,000 . 28. Removal Steel Beam Guide RaU t 53 5.00 265 29. Hot Hix HL-4 t 85 45.00 3.825 SOB-TOTAL PART (B) $65,465 SOB-TOTAL PART (A) $ 183,579 SOB-TOTAL PART (B) S 6S.46S ..t:.i..t:.. o~ COD.t:.ract:. -render Coat:. .8249.0U e Oct-69A.3