1. How long it will take to perform a bridge replacement. (It is not a big bridge, I attached some photos about it) THE BRIDGE REP. TAKES PLACE IN PENNSYLVANIA

a. I need a timeline. (Also a brief explanation for each step in the timeline)

Mobilization LS $ Precast concrete manhole (4') N N P EA Precast concrete manhole (5') EA 8" diameter SDR 26 PVC Sanitary Sewer Line 154 LF $ 108.00 16,632.00 18" PS46 PVC 5' Pipe stubs EA 8" SDR 35 PVC 5' Pipe stubs N NN EA Abandon manholes - fill w Rock EA Water Line pipe 125 LF un Water Valves 2 EA $ 451.00 902.00 Storm Sewer Manhole 1 EA $ 5,314.00 5,314.00 15" SLCPP pipe Storm Sewer 27 LF Precast box culvert (17' spam x 3' rise) (30 length) 30 LF Culvert Wingwalls 2 EA $ Fish baffle 17 x 12 2 EA Energy dissipator 1 EA $ Backfill 200 TN #57 coarse aggregate pipe bedding material (sanitary sewer pip 40 TN R3 Rip-Rap 165 CF $ 1.63 268.95 R6 Rip-rap 560 CF Geotextile 100 ft x 2 lanes 100 LF Sub-base 8" Depth LBR 100 4752 CF $ 0.48 2,261.48 Super pave asphalt mixtures Basecoarse 5" Depth 2218 CF Super pave asphalt mixtures for wearing coarse 1.5" Depth 660 CF 12" Rise Guardrail 30 LF Seeding and mulch 500 SY $ 5.00 $ 2,500.00 Erosion Control 1 LS MOT - Traffice Control LS Contingency LS $ 50,000.00 50,000.00 TOTAL $ 77,878.432 SURVEY & CONSTRUCTION + MILL ROAD HEMLOCK ROAD DIDION STREET TROUT RUN SCALE 25 50 FEETWATERTIGHT BOLTED FRAME REMOVED INY. AND COVER T/RIM=412.18 MTHIN LOD) 2INV. OUT=401.66 INV. IN=402.52 INV. OUT-402.42 ROPOSED 8" # SOR 26 PVC MILL ROAD TEMPORARY SK. MH 603-39 EVAN JAMES FRY, AN ADULT MAXVIDUAL [SEE PROFILE) CONSTRUCTION ... I STA. 0+99.41 2 EASEMENT WV. W=401.62 (8* PVC) NO CURVE WV W=460. 71 (18" ACP) EX MW GO4-23 74PM-412.64 MILL ROAD PROPOSED B" INV. OUT= 02 72 (18* ACP NEW MH GO3-38 (5' DIA.) PI STA. 0+56.05 SOR 26 PVC MANHINE AISLE DIA - T/RIV-408.90 NO CURVE PERMANENT (SEE PROFILE) RESET TROUT TO BE REPLACED INV. IN-401.39 (G04-01) INK W402.91 (8' PVC) SEE NOTE 4 W/V. OUT- 102. 91 (8" PVC) EASEMENT RUN SIGN SEE SEWER INV. IN-400.72 (GO3-39) (18" ACP) NOTE 2) INV. OUT-400.71 (18" ACP) MANHOLE WSNE DIA OVISA05 27- PROPOSED B PAVED (TO BE REPLACED -S SOR 26 PVC WH-1 (STORM) (SEE PROFILE) PARKING EEE SEWER NOTE 21 T/RIM = 410.95 +/PPL 210505 INV. IN - 408.30 FEE NOTE INY. OUT - 407.95 STA 0USE OF /PR 21056530095- BM = SEE NOTE 3 -5- UNIT OF WORK STA. 2+40,00 (MILL ROAD) 5 1916 20 E 5 18 DV 22 $ 16 45 08 E S 15 43 20 E UPPER ALLEN 6" PIPE SEE NOTE 2 CUMBERLAND -SURVEY & (MILL ROAD) (TO BE REMOVED WILL ROAD CONSTRUCTION & RESET TROUT RUN SIGN - WITHIN LOOM PI STA. 2+02.32 -NO CURVE STA. 0+56.00 START DY/4" WHATMYSEE NOTE 1 STA. 2+15.00 /PROPOSED WATER STOP WORK RESET STOP SIGN SEE NOTE $ TOWNSHIP LEGAL (MILL ROAD) PERMANENT UNE (BY OTHERS) RIGHT-OF-WAY LOVE -/PPL 21047530 17 EASEMENT (SEE NOTE 5) CONNECT 18" PS46 STOP DY/4" MATCH EXISTING TEMPORARY ATCOFPA25 PVC PIPE STUBS TO PAVEMENT MARKINGS Ex. 18* ACP WITH CONSTRUCTION STAINLESS STEEL NOTES EASEMENT 1- REMOVE ALL EXISTING GUIDE RAIL (HEMLOCK ROAD) ANTI-SHEAR COLLARS SUEZ WATER PENNSYLVANIA WWZ A 102.15 (67 PK) (BID ITEM 9005-1202) 2. PROVIDE PA STRUCTURE MOUNTED GUIDE RAIL BARRIER OVER R.C. CULVERT. SEE BC-706M RV OUT-40205 (8" PW) 3. OVERHEAD LINE CROSSING MILL ROAD TO BE REMOVED PRIOR TO ANHOLE WADE DA CONSTRUCTION (BY VERIZON) 4. OVERHEAD E. CTV AND T LINES TO REMAIN. CONTRACTOR TO COOP 50'-0" RIGHT OF WAY EX WH GO4-02 TO BE ABANDONED IN PLACE SEE SEWER NOTES) WITH PPL TO DEENGERIZE THE LINE DURING BRIDGE REMOVAL AND INSTALLATION AS NECESSARY. NV. OUT=402.38 ( PVC) LOC FOUNDATION 5. SUEZ WATERUNE WORK WILL BE CONCURRENT WITH THE CULVERT MANHOLE INSIDE DIA. 7 AND CONG. PAD REPLACEMENT. SUEZ WILL BEGIN WORK ONCE BYPASS PUMP IS IN (TO BE ABANDONED IN PLACE FOR CULVERT REPLACEMENT. - WAY LIVE 6. REMOVE ALL ADVANCE SIGNAGE RELATED TO THE WEIGHT UNIT AND SEE SEWER NOTES) DIVSION STREET TO PLAN REMAIN OPEN DURING LANE BRIDGE EVEN IF OUTSIDE THE PROJECT LIMITS, CONSTRUCTION SEWER NOTES