oi Beye sisiby, ah net OM, a Esa ay ei? ‘ Att : AACA h a hes pean parent STAPLE AR EI eats a FS 19 91 14°45 KPA ENG . ‘Rory { ' KER, PRIESTMAN & ASSOCIATES LTD. consulting engineers 500 - 1200 Burrard Street, Vancouver, 8.6, V6Z 2C7 Telepnone (604) 689-9266 Fax (604) 688-4725 20 November 1989 Our File: 2573/01 PAXE The Corporation of the City of Port Coquitlam e272 McAllister Avenue Port Coquitlam, BC V3C 2A8 Attention: Mr. 0. Riecken, P. Eng. Deputy City Engineer Dear Sirs: Re: Shaughnessy Street Underpass We are pleased to present to you a cost estimate for repair and upgrading of the above noted structure as proposed jin our reports of May and September 1989, The work covered in this estimate include the removal of surficial layer of deck, exposure of the top steel in the deck slab at the two end abutments and the placement of a 2" overlay. The estimated cost is itemized in the following: item Rate Total Average 1" removal of top concrete $8.0/8.F. $ 6,800.00 + 2 " new concrete overlay Total 850 S.F. Deck at abutments - 200 S. F. $9.5/58.F. $ 1,900.00 removal of concrete: to below bars + replacement with new overlay. Contingencies $ 3,800.00 TOTAL $12,500.00 The contingency item is intended to cover cost of mobilization, minor repairs to the soffit of the deck slab, possible repairs to corroded top bars in the deck at the abutments and any other unforeseen expenses. Repair to corroded bars at the abutment include cleaning the bars and possibly adding supplementary prestfeqetmipenon make up for the area lost to corrosion if any, a PA