Bid 2455 Contract Dwgs.pdf
PDF 10 MB Posted
- Solicitation number
- B2727968
- Issued by
- Pennsylvania
About this file
Contract Drawings and Specifications Summary
This document consists of bid contract drawings and general construction specifications for the City of Philadelphia Water Department's Northeast Water Pollution Control Plant Polymer Feed System Rehabilitation project (Bid 2455). The project involves general construction work to rehabilitate the polymer feed system at the facility located in Philadelphia, Pennsylvania. The contract drawings include site location maps, civil details, piping plans and sections for both new and existing sedimentation basins, building foundations, plans and elevations, erosion and sediment control details, and dust control work practices. Multiple reference drawing sheets are indexed, including layout and specification notes prepared by Keystone Engineering Group. The drawings are marked "For Bids Only – Not for Construction" and are intended exclusively for bidding purposes prior to contract award. The estimated project value ranges from $4,000,000 to $5,000,000, and this solicitation is limited to pre-qualification; approved sellers will receive invitation to a closed bid solicitation.
The contractor is responsible for comprehensive project management obligations including obtaining all necessary construction permits, coordinating with utility providers (Philadelphia Water Department, PECO Energy, Philadelphia Gas Works, Comcast, Verizon, SEPTA, and AT&T), and conducting utility locating services through Pennsylvania One Call System at least three working days prior to excavation. Key requirements include compliance with Pennsylvania Act 287, OSHA excavation standards, dust control measures, erosion and sediment control practices, tree and landscape preservation, and maintenance of existing utilities during construction. The contractor must provide shoring and sheeting as needed, maintain vehicle access for chemical deliveries, and restore all disturbed areas to original condition at no additional cost to the owner. All demolition debris must be properly disposed of and recycled in accordance with applicable regulations, with the contractor bearing all associated costs and liability for damages to underground facilities during construction.
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Text version
GENERAL CONSTRUCTION
WORK No. 71124
CITY OF PHILADELPHIA
WATER DEPARTMENT
NORTHEAST WATER POLLUTION
POLYMER FEED SYSTEM REHABILITATION
CONTROL PLANT
FOR BIDS ONLY - NOT FOR CONSTRUCTION
MICHAEL R. FILMYER, P.E.
PE 037925E
DEPUTY COMMISSIONER, ENGINEERING
Micah.Fish-Gertz Textbox
LEGEND
CITY OF PHILADELPHIA
WATER DEPARTMENT
INDEX
SITE LOCATION
NORTHEAST WATER POLLUTION
POLYMER FEED SYSTEM REHABILITATION
CONTROL PLANT
X 17+28.47 Y 21+15.48
X 13+56.75 Y 21+15.48
FOR BIDS ONLY - NOT FOR CONSTRUCTION
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1. PRIOR TO EXCAVATION CALL PENNSYLVANIA 811 BY DIALING 811 WITHIN PA OR CALLING 800-242-1776 ANYWHERE WITHIN THE US.
2. KEEP ALL EXISTING UTILITIES IN OPERATION DURING CONSTRUCTION TO THE MAXIMUM EXTENT POSSIBLE.
3. LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL INSPECT THE SITE THOROUGHLY AND FIELD VERIFY THE LOCATION, SIZE, MATERIAL, AND ELEVATION OF ALL UTILITIES. CONTRACTOR SHALL SCAN THE AREA PRIOR TO THE COMMENCING OF ANY EXCAVATION WORK. SEE SPECIFICATIONS FOR DETAILS ON SCANNING OPERATIONS.
4. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL STATE, UNLESS OTHERWISE NOTED. THESE ITEMS SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER AND MAY INCLUDE, BUT ARE NOT LIMITED TO, FENCES, IRRIGATIONS SYSTEMS, SHRUBS, SMALL TREES, LANDSCAPE MATERIALS, CONCRETE CURBING, ASPHALT AND SIDEWALKS.
5. PRESERVE AND PROTECT FROM INJURY ALL TREES NOT REQUIRED TO BE REMOVED. PROVIDE BARRICADES OR OTHER TYPES OF PROTECTION NECESSARY TO PREVENT UNNECESSARY DAMAGE.
6. ALL TREES, SHRUBBERY, SPOILS, ROCK, ETC THAT IS REMOVED/EXCAVATED FOR CONSTRUCTION OF THE PROPOSED FACILITIES, AND NOT INCORPORATED INTO THE WORK (IE BACKFILL) SHALL BE
HAULED OFF SITE AND DISPOSED OF BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS.
8. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION AND SHALL SAFELY AND LEGALLY DISPOSE OF ALL THESE ITEMS IN ACCORDANCE WITH APPLICABLE LOCAL, FEDERAL, STATE AND REGULATORY AUTHORITY HAVING JURISDICTION. RECYCLING MUST BE DONE IN ACCORDANCE WITH APPLICABLE REGULATIONS. BURNING OF ANY DEMOLISHED MATERIALS ON-SITE SHALL NOT BE PERMITTED. RECYCLING OF DEMOLITION DEBRIS SHALL BE APPROVED BY THE OWNER.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS AND INSTALLATION OF DEMOLITION/CONSTRUCTION FENCE IF NECESSARY. THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL LIMITS AND AMOUNT OF
FENCE REQUIRED IN ADDITION TO THE SECURITY OF THE WORK AREA.
10. PROVIDE SHORING, SHEETING AND BRACING, AS NEEDED, IN CONFORMANCE WITH THE APPLICABLE RULES AND REGULATIONS PROMULGATED BY THE DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), INCLUDING OSHA MANUAL 2226, "EXCAVATIONS". WHEN REQUIRED BY RULES AND REGULATIONS, THE CONTRACTOR SHALL PROVIDE DESIGNED SHORING SYSTEMS CERTIFICATIONS APPROVED BY A PROFESSIONAL ENGINEER TO THE OWNER AND ENGINEER FOR REFERENCE ONLY.
11. WHERE EXISTING UTILITY SERVICES (WATER, SEWER, TELEPHONE, ETC.) ARE CROSSED AND NEED TO BE TEMPORARILY INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND UTILITY PROVIDER TO PROVIDE SUFFICIENT NOTICE TO THE CUSTOMER OF AN INTERRUPTION IN SERVICE. SERVICE SHALL BE RESTORED AS QUICKLY AS PRACTICAL. SERVICE INTERRUPTIONS DURING NORMAL BUSINESS HOURS WILL ONLY BE ALLOWED IF THE OCCUPANT CAN ACCOMMODATE WITH OUT AN ADVERSE IMPACT TO THEIR BUSINESS.
12. ALIGNMENTS OF ELECTRICAL CONDUIT SHOWN ON THE DRAWINGS ARE APPROXIMATE. CHANGES TO THE HORIZONTAL AND VERTICAL ALIGNMENT OF NEW ELECTRICAL CONDUIT MAY BE REQUIRED TO ACCOMMODATE THE ACTUAL LOCATION OF EXISTING UTILITIES, STRUCTURES, AND OBJECTS DETERMINED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING CHANGES TO ALIGNMENT WITH THE OWNER AND ENGINEER.
13. DURING INSTALLATION OF YARD PIPING, THE CONTRACTOR SHALL INSTALL TEMPORARY STEEL PLATES AS NECESSARY TO MAINTAIN VEHICLE ACCESS FOR CHEMICAL DELIVERIES ON A DAILY BASIS.
14. SEE SPECIFICATION SECTION 00850 FOR A LIST OF REFERENCE DRAWINGS THAT WILL BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER AFTER AWARD OF CONTRACT. THE CONTRACTOR SHALL BE
LIABLE FOR ANY DAMAGES TO UNDERGROUND FACILITIES DURING CONSTRUCTION.
GENERAL NOTES
COMCAST CABLE
4400 WAYNE AVENUE
PHILADELPHIA, PA 19140
ATTN: PAT LAVIN
PAT_LAVIN@CABLE.COMCAST.COM
COMCAST CABLEVISION OF PHILADELPHIA
AREA 1 INC.
1351 S. DELAWARE AVE.
PHILADELPHIA, PA 19148
ATTN: JACK CLAYTON
JACK_CLAYTON@CABLE.COMCAST.COM
PECO ENERGY
830 S. SCHUYLKILL AVENUE
PHILADELPHIA, PA 19146
ATTN: LOUIS ROBINSON
215-292-1401
PHILADELPHIA WATER DEPARTMENT
1101 MARKET STREET, 5TH FLOOR
PHILADELPHIA, PA 19107
ATTN: MICHAEL QUINN
215-685-6309
IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH PENNSYLVANIA ACT
287, AS AMENDED, AND TO CONTACT THE "PENNSYLVANIA ONE CALL SYSTEM"
THREE (3) WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION WORK.
PA ACT 287, AS AMENDED BY PA ACT 50 OF 2017
PENNSYLVANIA ONE CALL SYSTEM, INC.: 1-800-242-1776
FINAL DESIGN SERIAL NO. ______________
UTILITIES CONTACT LIST
PHILADELPHIA GAS WORKS
800 W. MONTGOMERY AVENUE
PHILADELPHIA, PA 19122
ATTN: THOMAS PENDERGAST
215-684-6344
TELEPORT COMMUNICATIONS AMERICA, LLC (AT&T)
175 WEST MAIN ST
FREEHOLD, NJ 07728
ATTN: CARLO VERDI III
732-577-8062 / 732-610-9568
VERIZON PENNSYLVANIA, INC.
900 RACE STREET, 6TH FLOOR
PHILADELPHIA, PA 19107
ATTN: B. KEEK
215-351-8947
SEPTA
1234 MARKET STREET, 12TH FLOOR
PHILADELPHIA, PA 1107
(215) 580-7800
CIVIL DETAILS
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VI. DUST CONTROL WORK PRACTICES
A. GENERAL
1. FUGITIVE DUST FROM CONSTRUCTION, DEMOLITION, AND EARTHWORK ACTIVITIES MAY
NOT BE VISIBLE AT THE POINT IT PASSES THE WORKSITE PROPERTY LINE.
2. THE CONTRACTOR SHALL NOT ENGAGE IN ANY CUTTING, SAWING, GRINDING, WRECKING,
SMASHING, OR MECHANICAL BREAKING OF CONSTRUCTION MATERIALS ON A WORKSITE
OPEN TO THE OUTDOOR AIR, ABSENT USE OF ONE OR MORE OF THE FOLLOWING
DUST CONTROL METHODS: (A) USE OF GRINDERS, SAWS, OR OTHER POWER TOOLS
EQUIPPED WITH DUST COLLECTION / EXTRACTION SYSTEMS. ALL SUCH TOOLS AND
DUST COLLECTION / EXTRACTION SYSTEMS MUST BE USED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS. (B) ENSURING THAT CONSTRUCTION MATERIALS
OR STRUCTURE SURFACES ARE ADEQUATELY WETTED, WEATHER PERMITTING (E.G. >
THIRTY TWO (32) DEGREES FAHRENHEIT AT SOURCE OF DUST EMISSION).
3. DRY ABRASIVE BLASTING OF EXTERIOR SURFACES, BUILDING FACADES, AND OTHER
SURFACES OPEN TO THE OUTDOOR AIR IS PROHIBITED WHEN THE TEMPERATURE AT
POINT OF ABRASIVE BLASTING IS BELOW THIRTY TWO (32) DEGREES FAHRENHEIT.
4. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE DROPPED MORE THAN TWENTY
(20) FEET TO ANY POINT LYING OUTSIDE OF THE EXTERIOR WALLS OF A BUILDING OR
OUTSIDE OF A STRUCTURE, EXCEPT THROUGH THE USE OF A MATERIALS CHUTE. ALL
MATERIALS CHUTES, OR SECTIONS THEREOF, SHALL BE ENTIRELY ENCLOSED, EXCEPT
FOR OPENINGS EQUIPPED WITH CLOSURES AT OR ABOUT FLOOR LEVEL FOR THE
INSERTION OF MATERIALS. AT ALL STORIES BELOW THE TOP FLOOR, SUCH OPENINGS
SHALL BE KEPT CLOSED WHEN NOT IN USE. CHUTES SHALL BE DESIGNED AND
CONSTRUCTED OF SUCH STRENGTH AS TO ELIMINATE FAILURE DUE TO IMPACT OF
MATERIALS OR DEBRIS LOADED THEREIN. TO PREVENT DUST EMISSIONS AT THE EXIT
OF THE MATERIALS CHUTE, ALL CONSTRUCTION MATERIAL OR DEBRIS DROPPED
THROUGH A MATERIALS CHUTE MUST BE ADEQUATELY WETTED TO PREVENT
DUST EMISSIONS. ALTERNATIVELY, THE MATERIAL CHUTE EXIT MUST BE SEALED
AGAINST THE TOP OF AN APPROPRIATE CONTAINER TO PREVENT DUST EMISSIONS.
5. WATER, OR OTHER DUST SUPPRESSANTS, MUST BE APPLIED TO ALL WORK AREAS
WITH ONGOING FILLING, GRADING, EXCAVATION, LAND CLEARING, GRUBBING, OR
EARTHWORK ACTIVITIES OPEN TO THE OUTDOOR AIR TO PREVENT DUST EMISSIONS.
APPLICATION OF WATER AS THE SOLE DUST SUPPRESSION AGENT IS PROHIBITED
WHEN THE TEMPERATURE IS BELOW THIRTY TWO (32) DEGREES FAHRENHEIT AT
SOURCE OF DUST EMISSION. MULCHING SHALL BE APPLIED FOR DUST CONTROL WHEN
THE TEMPERATURE IS BELOW THIRTY TWO (32) DEGREES FAHRENHEIT.
6. DUST CONTROL FABRIC MUST BE SECURELY ATTACHED TO ANY TEMPORARY WORKSITE
PERIMETER FENCING. THE DUST CONTROL FABRIC MATERIAL SHALL BE A MINIMUM OF
FIVE FEET IN HEIGHT AS MEASURED FROM THE BOTTOM OF THE PERIMETER FENCE
AND SHALL HAVE A MINIMUM BLOCKAGE OF 50%.
7. DEBRIS GENERATED FROM EARTHWORKS, CONSTRUCTION, AND DEMOLITION ACTIVITIES
MUST BE ADEQUATELY WETTED AND COVERED BEFORE BEING TRANSPORTED FROM
THE WORKSITE.
8. ANY SOIL, SAND, AGGREGATE, OR OTHER SIMILAR CONSTRUCTION MATERIALS THAT
ARE STORED ON A WORKSITE OPEN TO THE OUTDOOR AIR MUST BE ADEQUATELY
WETTED AND COVERED WHEN POSSIBLE TO PREVENT DUST EMISSIONS.
9. SUFFICIENT DRAINAGE MUST BE PROVIDED TO PREVENT THE UNCONTROLLED
DISCHARGE OF WATER OR OTHER LIQUID APPLIED TO THE SITE FOR DUST CONTROL.
10. A 10-MPH SPEED LIMIT SHALL BE OBSERVED BY ALL EQUIPMENT AND TRUCKS
TRAVELING WITHIN THE WORKSITE.
11. ALL ROADWAYS ON THE WORKSITE, AND ALL VEHICLE ACCESS POINTS TO THE SITE,
MUST BE ADEQUATELY WETTED AND SWEPT OF MATERIALS THAT WILL GIVE RISE TO
DUST EMISSIONS.
12. VEHICLE ACCESS POINTS MUST BE EQUIPPED WITH DUST TRACK OUT PREVENTION
MEASURES (E.G. WHEEL WASH SYSTEMS, RUMBLE GRATES, AND / OR GRAVEL PADS).
EROSION AND SEDIMENT CONTROL DETAILS
Properties
UV Resistance
Grab Tensile
Permitivity Flow Rate Puncture
Weight ASTM D-3776
ASTM D-4355
ASTM D-4991
ASTM D-4491
ASTM D-4833
ASTM D-4632
Test Method
0.55 oz./yd.
sec.-1 lbs.
lbs.
gal/min/ft
Woven Units
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WILKINSXL
71124
WILKINSXL
71124
Frazer, Pennsylvania
(610) 407-4100 kegi.net
Keystone E N G I N E E R I N G G R O U P
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| 101 |
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| 102 SITE DEMO PLAN OVERALL |
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| 201 PFS PIPING NEW SED BASIN PLAN |
| 202 |
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| 202 PFS PIPING NEW SED BASIN SECTIONS |
| 203 |
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| 203 PFS PIPING OLD SED BASIN EAST PLAN |
| 204 |
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| 204 PFS PIPING OLD SED BASIN EAST SECTIONS |
| 205 |
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| 205 PFS PIPING OLD SED BASIN WEST PLAN |
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| 206 PFS PIPING OLD SED BASIN WEST SECTIONS |
| 207 |
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| 207 PFS BLDG FND |
| 208 |
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| 208 PFS BLDG PLANS & ELEVS 01-13-25 |
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| 209 PFS BLDG SECTIONS 01-13-25 |
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| 211 SPEC NOTES AND DESIGN CRITERIA |
| Combined Bid Set.pdf |
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File details come from the government source that posted it. Updated .