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ST9302-CS 950112
TO .Rady & Associates, In Engineers · Architects · Planners 910 COLLIER STREET FORT WORTH, TEXAS 76102 817/335-6511 · Metro 817/654-4266. Fax 817/335-5070 75'a / ? WE ARE SENDING YOU ~ Attached [] Under separate cover via [] Shop drawings v~ Prints [] Plans [] Copy of letter [] Change order [] .the following items: [] Samples [] Specifications COPIES DATE NO. DESCRIPTION / &o/,/~a--- z>~~ o= ~o/~seo ~.~. ~1~ ~~ ~ THESE ARE TRANSMITTED as checked below: [] For approval ~j!~ For your use ~As requested [] For review and comment [] FOR BIDS DUE REMARKS [] Approved as submitted [] Approved as noted [] Returned for corrections 19 [] Resubmit [] Submit__ [] Return copies for approval copies for distribution corrected prints __ [] PRINTS RETURNED AFTER LOAN TO US ~7~40% Pre-Consumer Content · 10% Post-Consumer Content SIGN ED: If enclosures are not as noted, kindly notify us at once. V ~ I PROIJUCI 240 ~ Inc,, Groton, Ma~ 01471 Rady & Associates, ~c. Client~ City of Coppell Project: Sandy Lake Road Sanitary Sewer Estimate g&A No.: 93021 Title: Moore Rd. to Lift Station ('~'~struction Cost Projection Date: 01/12/94 Prepared By: RJM Checked By: RIM Sheet: 1 of 1 Item No. Item Description Quantity Unit Unit Price Item Cost 1 15" PSM SDR-35 PVC Sewer Pipe (0'-8') 3400 LF 40.00 136,000.00 2 15" PSM SDR-35 PVC Sewer Pipe (12'-14') 900 LF 45.00 40,500.00 3 12" PSM SDR-35 PVC Sewer Pipe (14'-16') 500 LF 45.00 22,500.00 4 Television of Sewer Lines 6300 LF 1.25 7,875.00 5 Standard Manholes 16 EA 2,300.00 36,800.00 6 Vacuum Test Manholes 16 EA 225.00 3,600.00 7 Tunneling/Boring (12') 900 LF 270.00 243,000.00 8 Contingencies (15 %) 73,540.00 9 Engineering/Surveying (12%) 67,657.80 10 TOTAL ~ I Tunneling/Boring (15") 900 LF 340.00 306,000.00 2 Contingencies (15%) 82,990.00 3 Engineering/Surveying (12%) 76,351.80 4 TOTAL ~ Basis for Cost Projection: E~ No Design Completed [~ Preliminary Design [~ Final Design ERR TOTAL ERR Rady & Associates, Clientl City of Coppell Project: Sandy Lake Road Sanitary Sewer Estimate R&A No.: 93021 (' 'nstruction Cost Projection Date: 01/12/94 Prepared By: RJ-IV[ Checked By: RJ1V[ Title: MH between Lodge & Trailwood to Lift Sta. Sheet: 1 of 1 Item No. Item Description Quantity Unit Unit Price Item Cost 1 12" PSM SDR-35 PVC Sewer Pipe (16'-18') 2100 LF 50.00 105,000.00 2 15" PSM SDR-35 PVC Sewer Pipe (0'-8') 3400 LF 40.00 136,000.00 3 15" PSM SDR-35 PVC Sewer Pipe (12'-14') 900 LF 45.00 40,500.00 4 12" PSM SDR-35 PVC Sewer Pipe (14'-16') 1600 LF 45.00 72,000.00 5 Television of Sewer Lines 8900 LF 1.25 11,125.00 6 Standard Manholes 21 EA 2,300.00 48,300.00 7 Vacuum Test Manholes 21 EA 225.00 4,725.00 8 Tunneling/Boring (12") 900 LF 270.00 243,000.00 9 Contingencies (15%) 99,100.00 10 Engineering/Surveying (12%) 91,170.00 11 TOTAL ~ 1 Tunneling/Boring (15") 900 LF 340.00 306,000.00 2 Contingencies (15 %) 108,550.00 3 Engineering/Surveying (12%) 99,864.00 4 TOTAL ~ Basis for Cost Projection: [~ No Design Completed [~ Preliminary Design [~l Final Design ERR TOTAL ERR Rady & Associates, Client: City of Coppell Project: Sandy Lake Road Sanitary Sewer Estimate RaA No.: 93021 Title: Heartz Rd. to Lift Station C-~struction Cost Projection Date: 01/12/94 Prepared By: RJM Checked By: RJM Sheet: I of I Item No. Item Description Quantity Unit Unit Price Item Cost 1 12' PSM SDR-35 PVC Sewer Pipe (16'-18') 3400 LF 50.00 170,000.00 2 15" PSM SDR-35 PVC Sewer Pipe (0'-8') 3400 LF 40.00 136,000.00 3 15" PSM SDR-35 PVC Sewer Pipe (12'-14') 900 LF 45.00 40,500.00 4 12" PSM SDR-35 PVC Sewer Pipe (14'-16') 1600 LF 45.00 72,000.00 5 Television of Sewer Lines 10200 LF 1.25 12,750.00 6 Standard Manholes 28 EA 2,300.00 64,400.00 7 Vacuum Test Manholes 28 EA 225.00 6,300.00 8 Tunneling/Boring (12") 900 LF 270.00 243,000.00 9 Contingencies (15 %) 111,740.00 10 Engineering/Surveying (12%) 102,802.80 11 TOTAL ~ 1 Tunneling/Boring (15') 900 LF 340.00 306,000.00 2 Contingencies (15 %) 121,190.00 3 Engineering/Surveying (12%) 111,496.80 4 TOTAL ~ Basis for Cost Projection: [~ No Design Completed ~l Preliminary Design [~[ Fined Design ERR TOTAL ERR