BID SHEET FOR CIP 17-101 CIPP LINING OF SANITARY SEWER SYSTEM Item No. 16 17 18 19 20 21 Description and Bid Unit Price Brim Style Service Line Connection Sealing System Temporary Bypass Facilities Set Up for Chemical Grouting Chemical Grouting Record Documents Allowance for Field Orders Estimated Quantity 46 EA 1 LS EA 50 Gal 1 LS Extended Amount Fixed Price $50,000 Total Bid Amount in Figures: $ Total Bid Amount in Words: BIDS WILL BE CONSIDERED NON-RESPONSIVE WITHOUT THE REQUIRED SIGNATURE ACKNOWLEDGING THE FOLLOWING: I HAVE RECEIVED AND REVIEWED THE CCTV VIDEOS ASSOCIATED WITH THE PIPE SEGMENTS IDENTIFIED IN THE CONTRACT DOCUMENTS. I ACKNOWLEDGE THE CCTV VIDEOS ARE PART OF THE CONTRACT DOCUMENTS. Contractor Signature: B-4
SECTION 01 22 00 UNIT PRICES PART 1 - GENERAL 1.01 Description A. Measurement and payment for Bid Items listed in proposal shall be based upon use of a lump sum or unit price method. Extra Work or changes in Work shall be accomplished as provided in the General Provisions. 1.02 Related Work A. Not Applicable 1.03 Submittals A. Not Applicable 1.04 Payment A. Payment for Unit Price Items Payment for unit price Bid Items shall be based upon amount shown in bid schedule multiplied by total quantity measurement of item, and shall be full compensation for furnishing all supervision, planning, design, design engineering fees, labor, transportation, materials, equipment, tools, and appurtenances required for construction of item complete in place in accordance with Plans and Specifications. B. Payment for Lump Sum Items Payment for lump sum Bid Items shall be based upon amount shown in bid schedule and shall be full compensation for furnishing all supervision, planning, design, design engineering fees, labor, transportation, materials, equipment, tools and appurtenances required for construction of unit of Work complete in place in accordance with Plans and Specifications. C. Work Not Listed in Bid Schedule Costs for related Work and appurtenances which are required and/or implied by General Provisions, Technical Specifications, Special Provisions, and Plans and are not listed as a separate Bid Item but are necessary to complete project shall be included in appropriate Bid Item or items within proposal. PART 2 - MATERIALS 2.01 General (Measurement) A. Measurement for unit price quantities shall be based upon appropriate Bid Item in proposal. Actual quantity of measurement shall be as constructed by Contractor in place in conformance with Plans and Specifications. 2.02 Linear Measurements 01 22 00 Unit Prices - 1 of 9
A. Gravity sewers shall be measured in horizontal plane along centerline of Work between ends as laid. Linear measurement for gravity sewers and storm drains shall not include inside dimensions of manholes or structures. 2.03 Unit Measurements A. Refer to Instructions to Bidders, Section 6.1 B. Measurement for Bid Items involving units of item shall be based upon quantity of units counted as indicated in Bid Item. 2.04 Lump Sum Measurement A. Refer to Instructions to Bidders, Section 6.2 B. Measurement for lump sum Bid Items shall be considered as a complete project or portion of project constituting a unit. Items to be included in lump sum Bid Items shall be as specified in proposal Bid Item and/or Standard or Special Provisions. 2.05 Payment for Testing A. Party responsible for payment for testing is identified in individual sections of Contract Documents under tests required. Where specifications are silent regarding responsible party paying for tests, costs of first tests will be paid by The City. B. If testing or inspection indicates failure of a material or procedure to meet Contract Document requirements, The City will back-charge Contractor for retesting and re-inspection costs incurred by testing or inspection agency of The City s choice. C. Additional tests and inspections not specified herein but requested by The City will be paid for by The City, unless result of such tests and inspections are found to not comply with Contract Documents, in which case The City will pay all costs for initial testing as well as retesting and re-inspection and back-charge Contractor for retesting and re-inspection. D. Costs for additional tests or inspections required because of change in materials being provided or change of source or supply shall be paid by Contractor direct to testing laboratory. E. Cost of testing which is required solely for convenience of Contractor in his scheduling and performance of Work shall be borne by Contractor. F. Contractor shall pay all costs for correcting deficiencies. PART 3 - EXECUTION 3.01 Scope A. This section defines Bid Items listed in bid schedule and describes measurement and payment provisions for each item. 3.02 Bid Item 1 Mobilization/Demobilization 01 22 00 Unit Prices - 2 of 9
A. Amount bid for Mobilization/Demobilization shall not exceed 6.0% of Contractor s bid total for either schedule. Bids in excess of stipulated 6.0% cap will be deemed non-responsive. B. Payment for this item will be made at lump sum price named in Bid Schedule under Item Number 1, which price shall constitute full compensation for all Work and expenditures required to mobilize, provide bonds and insurance, obtain required permits, take preconstruction photos and videos, prepare project schedule, prepare sewer bypass plan, prepare Health and Safety plan, prepare Spill Prevention Plan, provide project sign, construct temporary bypass facilities, prepare contingency back-up plan in case the bypass pumping system fails, construct temporary traffic control facilities, perform required surveys, testing, site maintenance and cleanup, remove and reinstall existing site facilities as required, comply with all General and Supplementary conditions, demobilize, and provide cleanup of construction site complete in place, as required by Contract Documents with sole exclusion of payments to be made as defined herein for other items in Bid Schedule. This item also includes any required resubmittals. C. Work to be paid for under this item shall also include furnishing, setting up, and removing Contractor s operations at project site including temporary offices, utilities, staging areas, security, etc. Work shall also include furnishing any temporary construction facilities and trailers required by Contract Documents. D. Work to be paid for under this item shall also include protecting existing survey monuments in place and, if Contractor s operations disturb any such monuments, hiring a registered land surveyor to reestablish and reset disturbed monuments. E. Upon completion of mobilization, 50% of amount bid for this item (or 50% of stipulated 6.0%) cap, whichever is less, will be paid to Contractor. Remainder will be paid as part of final contract payment upon project completion. 3.03 Bid Item 2 Site Management and Traffic Control A. No measurement will be made for this item. B. Work to be paid for under this item shall also include all labor, materials, and equipment for traffic control for pipe rehabilitation work, including preparation of traffic control plans, permitting, installation and removal of barriers, temporary delineators, enclosures, and traffic control devices as required by the Contract Documents and public agency permits. 3.04 Bid Item 3 Sewer Cleaning and TV Inspection 6-inch Diameter Sewer Pipe in Easement A. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the City. B. The work to be paid for under this item shall include all supervision, labor, equipment, C. The work to be paid for under this item shall include all supervision, labor, equipment, 01 22 00 Unit Prices - 3 of 9
illuminate the entire periphery of the sewer. The camera shall be radial view type capable of 3.05 Bid Item 4 Sewer Cleaning and TV Inspection 8-inch Diameter Sewer Pipe in Easement A. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the District. B. The work to be paid for under this item shall include all supervision, labor, equipment, C. The work to be paid for under this item shall include all supervision, labor, equipment, illuminate the entire periphery of the sewer. The camera shall be radial view type capable of 3.06 Bid Item 5 Sewer Cleaning and TV Inspection 8-inch Diameter Sewer Pipe A. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the District. B. The work to be paid for under this item shall include all supervision, labor, equipment, C. The work to be paid for under this item shall include all supervision, labor, equipment, illuminate the entire periphery of the sewer. The camera shall be radial view type capable of 3.07 Bid Item 6 Sewer Cleaning and TV Inspection 10-inch Diameter Sewer Pipe D. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the City. E. The work to be paid for under this item shall include all supervision, labor, equipment, 01 22 00 Unit Prices - 4 of 9
F. The work to be paid for under this item shall include all supervision, labor, equipment, illuminate the entire periphery of the sewer. The camera shall be radial view type capable of G. 3.08 Bid Item 7 Sewer Cleaning and TV Inspection 15-inch Diameter Sewer Pipe A. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the District. B. The work to be paid for under this item shall include all supervision, labor, equipment, C. The work to be paid for under this item shall include all supervision, labor, equipment, illuminate the entire periphery of the sewer. The camera shall be radial view type capable of 3.09 Bid Item 8 Sewer Cleaning and TV Inspection 18-inch Diameter Sewer Pipe A. Measurement will be based on the actual length from manhole to manhole of the sewer pipeline to be cleaned and video inspected as determined in the field and verified by the District. B. The work to be paid for under this item shall include all supervision, labor, equipment, C. The work to be paid for under this item shall include all supervision, labor, equipment, illuminate the entire periphery of the sewer. The camera shall be radial view type capable of 3.10 Bid Item 9 Cured-In-Place Liner 6-inch Diameter Sewer Pipe in Easement A. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, 01 22 00 Unit Prices - 5 of 9
B. After installing and curing, Contactor will perform a video inspection of the new lining system C. Work to be paid for under this item shall include furnishing all labor, materials, and equipment for replacement in kind of any disturbed private property while working within the utility easements. 3.11 Bid Item 10 Cured-In-Place Liner 8-inch Diameter Sewer Pipe in Easement A. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, B. After installing and curing, Contactor will perform a video inspection of the new lining system C. Work to be paid for under this item shall include furnishing all labor, materials, and equipment for replacement in kind of any disturbed private property while working within the utility easements. 3.12 Bid Item 11 Cured-In-Place Liner 8-inch Diameter Sewer Pipe A. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, B. After installing and curing, Contactor will perform a video inspection of the new lining system 3.13 Bid Item 12 Cured-In-Place Liner 10-inch Diameter Sewer Pipe C. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, D. After installing and curing, Contactor will perform a video inspection of the new lining system 01 22 00 Unit Prices - 6 of 9
E. 3.14 Bid Item 13 Cured-In-Place Liner 15-inch Diameter Sewer Pipe A. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, B. After installing and curing, Contactor will perform a video inspection of the new lining system 3.15 Bid Item 14 Cured-In-Place Liner 18-inch Diameter Sewer Pipe A. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, B. After installing and curing, Contactor will perform a video inspection of the new lining system 3.16 Bid Item 15 Service Lateral Reinstatements A. Measurement will be based on the actual number of live sewer laterals that are reactivated after installation of the CIPP. Contractor shall provide Owner representative with cookie cutouts to match the number of lateral reinstatements for each pipe segment upon completion of installation. B. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, equipment, supplies, tools and incidentals necessary to reactivate the live sewer laterals at the connection point between existing sewer main and customer lateral connection. The private sewer lateral connections may be from three inches (3 ) through eight inches (8 ) in diameter. Existing capped laterals shall not be reinstated. C. After lateral reactivation, Contactor will perform a video inspection of the new lining system to insure that the service lateral is free from defect. Contractor is to provide the City with copies of all post-installation video inspections upon project completion before submitting request for final payment. 3.17 Bid Item 16 Service Lateral Top Hats A. Measurement will be based on the actual number of sewer lateral top hat installations after installation of the CIPP. 01 22 00 Unit Prices - 7 of 9
B. The work to be paid for under this item shall include all bonds, insurance, supervision, labor, equipment, supplies, tools and incidentals necessary to install top hat. The private sewer lateral connections may be from three inches (3 ) through eight inches (8 ) in diameter. Top hats shall be installed at all break-in connections and defective wye connections on live sewer laterals. C. After lateral reactivation and top hat installation, Contactor will perform a video inspection of the new lining system to insure that the service lateral is free from defect. Contractor is to 3.18 Bid Item 17 Temporary Bypass Facilities A. No measurement will be made for this item. B. Work to be paid for under this item shall include all labor, materials and equipment for temporary bypass facilities including 24-hour pump watch, connections to existing buried or above-ground piping, piping, valves, concrete coring, pumping facilities, electrical work, fencing, protecting and securing temporary equipment, and all appurtenant Work to maintain The City s operations throughout construction as required by Contract Documents. 3.19 Bid Item 18 Set Up for Chemical Grouting for Infiltration A. Measurement will be based on the actual number of set-ups required for chemical grouting. B. Work to be paid for under this item shall include all labor, materials and equipment for chemical grouting set up as required to stop active infiltration into the City s sewer pipe prior to installation of the CIPP. Work shall be performed as required by Contract Documents. 3.20 Bid Item 19 Chemical Grouting for Infiltration C. Measurement will be based on the actual number of gallons of chemical grout injected to sop infiltration prior to installation of the CIPP. D. Work to be paid for under this item shall include all labor, materials and equipment for chemical grouting as required to stop active infiltration into the City s sewer pipe prior to installation of the CIPP. Work shall be performed as required by Contract Documents. 3.21 Bid Item 20 Record Documents A. No measurement will be made for this item. B. Work to be paid for under this item shall include all labor, materials and equipment for operation and maintenance manuals, record drawings and warranties including but not limited to cost of document assembly, binders, reproduction, and all appurtenant Work as required by Contract Documents. C. Payment for operation and maintenance manuals shall be made in the following manner: 30% of lump sum bid price after Contractor submits record drawings for initial review by the City's Representative. 01 22 00 Unit Prices - 8 of 9
70% of lump sum bid price after Contractor submits final record drawings incorporating or responding to comments of The City's Representative and successfully demonstrates system operation. 3.22 Bid Item 21 Allowance for Field Orders A. No measurement will be made for this item. B. Stipulated allowance shown in Bid Form has been set aside as allowance for Owner to reimburse Contractor for field orders. C. Payment for necessary construction as directed by FIELD ORDER will be made per criteria outlined in Standard Specifications for Public Works Construction (Greenbook) Section 3-3 Extra Work which price shall be constitute full compensation for this item. D. Contractor s hourly charge rate for labor, tools, and equipment shall not exceed published Catrans rates for similar labor, tools, and equipment. END OF SECTION 01 22 00 Unit Prices - 9 of 9