Active SLED Opportunity · CONNECTICUT · CITY OF MERIDEN
AI Summary
City of Meriden seeks contractor for construction of concrete sidewalks, curbs, ramps, and related infrastructure using CDBG funds. Project includes traffic maintenance, dust control, retaining walls, driveway repairs, tree trimming, and restoration. Bids due August 25, 2026 via eProcurement portal. Compliance with federal and local regulations required.
The City of Meriden, Engineering Department seeks the services of a contractor to furnish labor and materials for the construction of concrete sidewalks, curbs and ramps on Oak Street (West Side) between Olive Street and Lima Street and Liberty Street (South Side) between Catlin Street and Norwood Street using Community Development Block Grant (CDBG) funds from the Department of Housing & Urban Development.
The project will construct approximately 8,200 s.f. of sidewalk, 1,650 s.f of driveway apron, 1,620 l.f. of concrete curb, and 750 s.f. of handicap ramps.
The project will construct approximately 8,200 s.f. of sidewalk, 1,650 s.f of driveway apron, 1,620 l.f. of concrete curb, and 750 s.f. of handicap ramps.
The City of Meriden, Engineering Department seeks the services of a contractor to furnish labor and materials for the construction of concrete sidewalks, curbs and ramps on Oak Street (West Side) between Olive Street and Lima Street and Liberty Street (South Side) between Catlin Street and Norwood Street using Community Development Block Grant (CDBG) funds from the Department of Housing & Urban Development.
The project will construct approximately 8,200 s.f. of sidewalk, 1,650 s.f of driveway apron, 1,620 l.f. of concrete curb, and 750 s.f. of handicap ramps.
MAINTENANCE AND PROTECTION OF TRAFFIC
1.0 DESCRIPTION: This work shall consist of the maintenance and protection of vehicular and pedestrian traffic on public streets and sidewalks in conformity with the requirements of this specification and other Contract Documents. The Contractor assumes full liability for the maintenance and protection of vehicular and pedestrian traffic.
2.0 MATERIALS: All signs, barricades, lights, flashers, traffic cones, trafficmen, and other items necessary to forewarn and guide vehicular and pedestrian traffic shall be of a number and quality satisfactory to the Engineer and governmental agencies having jurisdiction. The Contractor shall provide all signs, barricades, lights, flashers, traffic cones and other items necessary to forewarn and guide vehicular and pedestrian traffic.
3.0 CONSTRUCTION METHODS:
a. GENERAL: The Contractor shall obey all applicable state and local regulations regarding maintenance and protection of traffic.
b. MEETING AND PROPOSAL: Prior to the commencement of any construction whatsoever, the Contractor shall meet with the Engineer or his representative and representatives from the Public Works and Police Department and shall present a detailed written plan showing the sequence of construction and the method of protecting vehicular and pedestrian traffic during each sequence. The plan shall show the location, width and construction details of travel lanes and the number and location of all proposed signs, barricades, flashers, traffic cones or other appurtenances to forewarn and guide traffic. Approval of the schedule of operations and plan by the Engineer shall in no way relieve the Contractor from his full responsibility for the maintenance and protection of traffic.
c. EXISTING STREETS OPEN: Except as otherwise provided in this section, or permitted by the Engineer, the Contractor shall keep all existing streets open to traffic for the full length of the project and shall provide a sufficient number of travel lanes to move that traffic ordinarily using the roadway. The travel lanes shall be drained and kept reasonably smooth and in suitable condition at all times in order to provide minimum interference to traffic consistent with the proper prosecution of the work.
d. LANES OF TRAVEL: Travel lanes shall be maintained by the Contractor in a suitable manner at all times. The Contractor will be responsible for removal of snow and ice on all streets and detours within the Area of Work while he is actively 01540 - 2 of 3 prosecuting the completion of the Contract. If there is a temporary shutdown approved by the Engineer, the Contractor will not normally be responsible for snow and ice removal. The Contractor will maintain the trench in good repair during these periods.
e. STREET CLOSINGS: The closing of any street for any purpose whatsoever shall be for the length of time and subject to the restrictions the Engineer may impose. No street will be closed without the Contractor having received prior approval of the Police Department and the Department of Public Works of the City of Meriden. The Contractor will make sure that the Fire Department and any other agencies which may be affected by the closing are notified.
f. PEDESTRIAN TRAFFIC: ALL SIDEWALKS NOT UNDER CONSTRUCTION TO REMAIN OPEN: Except as provided in this Section, or as permitted by the Engineer, the Contractor shall keep all public sidewalks open. On sidewalks open to the public the Contractor shall be responsible for removal of snow and ice and for repairs necessary to obtain safe pedestrian conditions. Sidewalks broken up during construction shall be removed and replaced and/or patched temporarily with bituminous concrete. During temporary shutdowns approved by the Engineer, snow and ice removal will normally be performed by others. The Contractor will maintain the sidewalks and other pedestrian walkways in good repair during these periods.
g. SIGNS FOR CLOSING: In those instances where the Contractor is permitted to eliminate pedestrian access, the Contractor shall erect signs to warn pedestrians of the closing. Such signs shall be erected at the nearest street intersection at either end of the sidewalk on which pedestrian access is to be eliminated. Signs shall warn pedestrians of the closing and shall indicate the nearest alternate route of pedestrian passage. In addition, barricades shall be placed to separate areas in which pedestrian access is permitted.
h. ENGINEER'S RESTRICTIONS: Elimination of pedestrian access at any area shall be for the length of time and subject to restrictions the Engineer may impose.
i. PEDESTRIAN DETOURS: When work is to be done which will not necessitate eliminating pedestrian access but which will temporarily interfere with pedestrian access, adequate signs, barricades and other devices shall be employed to warn pedestrians. During non-working hours pedestrian detours shall be provided such that pedestrians will not be required to travel in the street or on private property. Work temporarily interfering with pedestrian movement shall be completed and the site cleaned up as quickly as is reasonably possible.
j. PROVISION FOR PRIVATE ACCESS: The Contractor shall schedule his operations to cause a minimum of inconvenience to occupants of existing properties within the area of work. Prior to restricting or eliminating vehicular access to any 01540 - 3 of 3 property the Contractor shall give the occupants of the property twenty-four hours notice. Thereafter, the Contractor shall complete the items of work and restore access as rapidly as reasonably possible. Restrictions of access shall at all times be subject to the approval of the Engineer. At no time shall the Contractor prevent pedestrian access to any existing building. Where existing access is eliminated and other access substituted therefor, the substituted access shall be maintained by the Contractor to a quality equal to or better than the eliminated access.
k. SIGNS AND OTHER WARNING DEVICES: ILLUMINATION OF WARNING DEVICES: All signs and barricades or other appurtenances for the protection of the public shall be illuminated by lanterns, flashers, flares or other acceptable means during the hours of darkness or low visibility. The Contractor shall keep all signs in proper position, clean and legible at all times. Care shall be taken that weeds, shrubbery, construction materials or equipment and soil are not allowed to obscure any sign, light or barricade. Signs that do not apply to existing conditions shall be removed or adjusted so that the legend is not visible to approaching traffic.
l. MATERIALS FOR PROTECTION OF TRAFFIC: At any time, the Engineer may order materials furnished or work performed by the Contractor as the Engineer deems necessary for the maintenance and protection of traffic. The Contractor shall comply with such orders at no additional cost to the City. The omission of the Engineer to so order shall not relieve the Contractor of his full responsibility for the maintenance and protection of traffic. If the Contractor fails to respond to the Engineer's order for work or material within the shortest reasonable time possible, the Engineer shall have the right to have the work done by other City or private forces and shall deduct the cost thereof from monies due the Contractor.
4.0 METHOD OF MEASUREMENT: The costs for construction, maintenance and removal of detours, signs, barricades, flashers and all else necessary to maintain and protect traffic all in accordance with the provisions of the Contract Document will be included in the bid and will not be measured for payment.
5.0 BASIS OF PAYMENT: There will not be a separate pay item for this item.
DUST CONTROL
1.0 DESCRIPTION: This item shall consist of furnishing water and/or calcium chloride and spreading it on the subgrade or in other areas of a project under construction, for the purpose of allaying dust conditions. LIMITATIONS: Calcium chloride or other chemicals shall not be used on the project in areas that could result in potential contamination of well water.
2.0 MATERIALS: Calcium chloride shall conform to the requirements of AASHTO M144, except that the pellet form and the flake form shall be equally acceptable. Water shall be non-polluted.
3.0 CONSTRUCTION METHODS: Calcium chloride shall be applied at the locations, at such times and in the amounts necessary to prevent and control dust from becoming a nuisance to the public and to abutting property owners. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it is placed.
4.0 METHOD OF MEASUREMENT: This item will not be measured for payment.
5.0 BASIS OF PAYMENT: No separate payment will be made for "Dust Control". Compensation for such work, including all labor, equipment and materials, shall be considered to be included in the prices bid for other items of work.
MODULAR RETAINING WALL
1.0 DESCRIPTION: The work under this item shall consist of furnishing all plants, labor, equipment, appliances and materials and in performing all operations required to construct a modular block retaining wall at the locations and to the details indicated and/or as directed by the engineer. The Contractor shall submit four (4) copies to the City Engineer for approval of shop drawings, engineering design data, and manufacturer’s specifications. Submittals should indicate proposed materials, material testing references, and method of installation. Engineering design data, as prepared by a qualified engineer licensed in the State of Connecticut, must certify the adequacy of the retaining wall.
2.0 MATERIALS: Concrete for modular block retaining wall units shall be manufactured in accordance with ASTM C-90 and ASTM C-140. Wall units shall have a minimum 28-day compressive strength of 3,000 psi. Gravel fill shall consist of sound, durable particles of uncrushed or crushed gravel free from soft, thin, elongated or laminated pieces and vegetable or other deleterious substances. It shall meet Grading “C” for base material and Grading “B” for pervious backfill as specified in Article M.02.06 of DOT Form 816, “Standard Specifications for Roads, Bridges, and Incidental Construction.” Drains, as indicated on the plans, shall be constructed of a 4” slotted corrugated polyethylene pipe conforming to AASHTO M-252 and ASTM F-405.
3.0 CONSTRUCTION METHODS: Modular retaining walls shall be built in the locations and to the dimensions and details as directed by the Engineer. Modular block retaining walls shall be constructed in accordance with the manufacturers’ guidelines as approved by the Engineer. The excavation required for the construction of the retaining walls shall be completed in accordance with Section 2.03 of DOT Form 816. Drainage of retained materials shall be provided as required by the manufacturers’ guidelines.
4.0 METHOD OF MEASURMENT: This work will be measured for payment by the actual number of square feet of “Modular Retaining Wall” completed and accepted by the City.
5.0 BASIS PF PAYMENT: This work will be paid for at the contract unit price for “Modular Retaining Wall” constructed of the type, dimensions, line and grade as directed by the Engineer, and all equipment and labor, excavation, backfill, bedding, and all other miscellaneous items necessary to complete the work.
CONCRETE SIDEWALKS AND RAMPS
1.0 DESCRIPTION: This item shall consist of Portland cement Concrete sidewalks, driveway ramps and pedestrian ramps constructed on a processed aggregate base course in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. This item shall include furnishing and installing Detectable Warning Strips in the locations and to the dimensions and details shown on the plans or as ordered by the Engineer.
2.0 MATERIALS: Materials for this work shall conform to the requirements of Article M.03.01 of ConnDOT Form 817 for Class “C” Concrete.
a. Portland Cement Concrete The concrete mix shall conform to Class “C” concrete and shall be proportioned in accordance with the following requirements: Approximate Proportions by Weight: 1-2-3 Water/Cement Ratio: 0.53 Cement Factor (pounds/cubic yard) 658.
b. Air-Entraining Admixtures Air entraining admixtures conform to the requirements of Article M.03.01 of ConnDOT Form 816.
c. Coarse Aggregate Coarse aggregate shall be broken stone or gravel consisting of clean, hard, tough, durable fragments of uniform quality throughout; free from soft pieces, mud, dirt, organic or other injurious material and shall contain not more than 1% dust by weight. When tested with magnesium sulphate solution for soundness using AASHTO Method T-104, coarse aggregate shall not have lost more than 10% after 5 cycles; when tested by the Los Angeles machine using AASHTO Method T-96, coarse aggregate shall not have a loss of more than 40%. The required grading shall be obtained by using 100 percent of ¾ inch coarse aggregate.
d. Fine Aggregate Fine aggregate shall be sand consisting of clean, hard, durable, uncoated particles of quartz or other rock, free from lumps of clay, soft or flaky material, loam, organic or other injurious material. In no case shall sand containing frozen lumps be used. Fine aggregate shall contain not more than 3% of material finer than the #200 sieve, using AASHTO method T-11. When subjected to colorimetric test shall not produce a color darker than Gardner Color Standard No. 11, using AASHTO Method T-21. If the fine aggregate fails to meet this requirement, the provisions of AASHTO M6 Section 5.2 will govern. Fine aggregate shall be uniformly graded from coarse to fine and shall meet the following gradation:
Square
Mesh
Sieve 3/8” #4 #8 #16 #30 #50 #100
Percent
Passing
By Weight 100 95-100 80-100 50-85 25-60 10-30 2-10
e. Portland Cement: Portland cement shall be Type IIA and shall conform to the requirements of AASHTO M-134. Cement having a temperature exceeding 160 degrees F at the time of delivery to the mixer shall not be used. f. Water: Water shall be reasonably clean, shall not be salty or brackish and shall be free from oil, acid, and injurious alkali or vegetable matter and shall be tested as prescribed by AASHTO T-26.
g. Processed Gravel Base: Coarse and fine aggregates shall be combined and mixed by approved methods so that the resulting material shall conform to the following gradation requirements:
Square
Mesh
Sieve 2-1/2” 1-3/4” ¾” ¼” #40 #100
Percent
Passing
By Weight 100 95-100 50-75 25-45 10-25 3-12
h. Welded Wire Mesh Reinforcement: Welded wire mesh reinforcement shall be cold drawn steel wire conforming to the requirements of AASHTO M-55. The type of mesh shall be approved by the Engineer.
i. Preformed Expansion Joint Filler: Preformed expansion joint filler shall be the bituminous cellular type and shall conform to the requirements of AASHTO M-213.
j. Detectable Warning Strip: The Detectable Warning Strip shall be a prefabricated detectable warning surface tile for the application designated as manufactured from Engineered Plastics Inc. 300 International Drive, Suite 100 Williamsville, NY 14221, telephone number (800) 682-2525 or the approved equal from ADA Fabricators, INC. P.O Box 179 North Billerica, MA 01862 telephone number (978) 262-9900. The tile shall conform to the dimensions shown on the plans and have a brick red homogeneous color throughout in compliance with Federal Standard 595A Color #22144 or approved equal.
3.0 CONSTRUCTION METHODS:
a. Excavation: Excavation, including removal of any existing sidewalk, shall be made to the required depths below the finished grade, as shown on the plans or as directed. All soft and yielding material shall be removed and replaced with suitable mate.
b. Processed Aggregate Base: The processed aggregate base shall be placed in layers not over 6 inches in depth and to such a depth that after compaction it shall be at the specified depth (eight inches or as directed by the Engineer) below the finished grade of the walk. The base shall be wetted and rolled or tamped after the spreading of each layer. The base shall be placed full depth six (6”) inches wider on each side than the neat lines of the concrete. The finished surface of the base shall be fine graded after compaction to within 3/8” plus or minus of subgrade. The finished base course shall be maintained true to line and grade in a compact condition until placement of the concrete. The completed base must be approved by the Engineer prior to setting of forms.
c. Forms: Forms shall be standard metal forms or 2” surfaced plank, straight, free from warp and of sufficient strength to prevent springing. At corner radii, thinner material may be used but the material and installation must be approved by the Engineer prior to use. Forms shall be of approved cross-section, have a flat surface on top and shall be of depth equal to the concrete being placed. Forms shall be securely staked, braced and held firmly to the required line and grade and shall be of sufficient strength and tightness to retain plastic concrete. All forms shall be cleaned of mortar and dirt and shall be coated with suitable form oil prior to each use. Preformed expansion joints shall be held securely in place by means of a steel template or steel pins to true line and grade and shall be 1/4 inch minimum deeper than the concrete trimmed flush with the concrete walk after the curing cycle. Dummy joints or planes of weakness shall be hand formed, straight and true, and shall consist of grooves formed in the top surface of the concrete at a depth of ¼ of the depth of the concrete. Dummy joints shall be located transversely every five (5) feet and as detailed on the plans or as ordered.
d. Mixing and Placing Concrete:
1. Concrete shall be mixed in approved transit mixers (concrete mixed in truck mixer en route to or at point of placement). Transit mixers shall be loaded in approved batching plants. Batching and mixing on job site will not be allowed. Truck mixing shall not be less than four (4) revolutions at mixing speed. Concrete shall be incorporated into the work within 45 minutes after the water was added to the mix. Concrete shall be discharged within 1-1/2 hours from the time the dry aggregates are loaded into the mixture. Truck mixers shall be equipped with accurate gauges to measure the quantity of water incorporated into the mix and with an accurate drum revolution counter.
2. Slump of the concrete, as determined by AASHTO method T-119, shall be not less than two (2) inches nor more than four (4) inches. Concrete shall contain not less than 4 nor more than 6 percent entrained air at the time the concrete is deposited in the forms, as determined by AASHTO Methods T-152 or T-121.
3. Immediately before concrete is placed, the base course shall be moistened. It shall be compact and smooth. The entire base course under the walk to be constructed in that pour shall be complete and accepted prior to beginning or placing of concrete. At no time shall concrete be placed on soft, muddy, frozen, porous or rutted base.
4. Concrete shall be placed only in the presence of an inspector. It shall be deposited in a plastic condition and shall be a homogeneous mass without segregation of aggregates during depositing and spreading. All chutes used to deposit concrete shall be metal or metal lined. Depositing and spreading concrete shall be continuous between transverse joints. Workmen shall not walk in concrete during placing and spreading. Concrete alongside forms and each side of transverse joints shall be thoroughly consolidated. Concrete shall be placed only when the temperature is 40 degrees F and rising, and when it can be expected that the placing and finishing can be accomplished at that temperature of above.
5. Reinforcement shall be placed in the sidewalk at driveway crossings two (2) inches above the bottom surface of the concrete and parallel to the finished grade of the walk. Care shall be taken to hold the reinforcing mesh to the proper line and grade. Successive and adjacent pieces of reinforcing mesh shall be lapped six (6) inches. Reinforcing mesh shall be one (1) inch clear from the side of forms and expansion joints.
6. A 1/4 inch thick preformed expansion joint shall be installed at transverse locations not to exceed twenty longitudinal feet, between curbs and walks, at structures projecting into and adjacent to the walk and concrete ramps as shown on the plans and details, or as directed by the Engineer.
7. Formed surfaces shall be kept continuously wet for the duration of the curing period (prior to, during, and after form removal) or until curing compound is applied.
8. If moist curing is discontinued before the end of the curing period, white pigmented curing compound shall be applied immediately, following the procedures specified under “Curing.”
e. Consolidation and Finishing: Consolidation and finishing shall be by hand or mechanical equipment. Experienced concrete finishers shall be used at all times in the finishing of the surface. Concrete shall be struck off by means of a hand screed resting on the side form and weighing not less than 10 pounds per linear foot or by portable non-vibrating screed. Strike off shall bring the concrete to the required grade and contour. Screeding shall be a transverse, sawing motion carrying a roll or mortar in front of it. As soon as possible after screeding, the surface shall be longitudinally floated with a sawing motion commencing at one side and wasting excess material over the other side. Movement ahead in a longitudinal direction shall be one-half the length of the float. The surface irregularities shall be removed by use of a finishing lute. The initial edging shall be performed, then the surface shall be dragged with a clean, wet, stiff bristle broom. Before initial set, the final edging against forms and expansion joints and of dummy joints shall be made. All edging shall be true to line and grade and shall not create depressions in the surface.
f. Curing: Liquid curing compound shall be applied immediately following the disappearance of the water sheen following the final finishing and before any marked dehydration of the concrete or surface checking occurs. The compound shall be applied in two even coats of one gallon per 200 square feet, with a continuous even film at right angles to each other and with not more than 30 minutes between coats. Application shall be by pressure sprayer giving a fine uniform spray. Should rain fall on the newly coated surface before it dries, a new application shall be maintained to protect the concrete surface from rain during finishing operations and until the curing compound dries. The walk shall be barricaded and all traffic shall be restricted for at least seven (7) days.
g. Removal of Forms and Backfilling: Forms shall not be removed until the concrete has set at least 12 hours unless approved by the Engineer. Care shall be taken in removal so that no damage is done to the edges of the walk and to the surface membrane curing. All honeycomb shall be pointed and the sides sprayed with liquid curing compound if not immediately backfilled. The sides of the walk and/or ramp shall be backfilled with a suitable material as directed by the Engineer and shall be graded and thoroughly compacted flush with the top of the walk and to meet the existing adjacent grade with no pockets or depressions to trap water. All surplus material shall be removed, the concrete surface swept clean and the site left in a neat and presentable condition to the satisfaction of the Engineer.
h. Cold Weather: When, in the opinion of the Engineer, the weather is such that that any concrete work which has not completely cured is liable to be frozen, such concrete shall be protected by covering as soon as it has hardened sufficiently. On top of the curing compound shall be placed 6-8 inches of hay or straw, or an approved thermal blanket. A cover sheet of width sufficient to overlap the edges of the walk or ramp shall then be placed and securely fastened down. The protective material shall remain in place until ordered removed by the Engineer and all material promptly removed from the site. Any concrete placed during cold weather and not properly protected will not be accepted.
i. Concrete in Hot Weather: When climatic or other conditions are such that the temperature of the concrete may reasonably be expected to exceed 90 degrees F at the time of delivery at the work site, during placement, or during the first 25 hours after placement, the following provisions also apply:
1. The contractor shall maintain the temperature of the concrete below 90 degrees F during mixing, conveying, and placing. Methods used shall conform to “Recommended Practice for Hot Weather Concreting”, ACI Standard 305.
2. The concrete shall be placed in the work immediately after mixing. Truck mixing shall be delayed until only time enough remains to accomplish it before the concrete is placed.
3. Exposed concrete surfaces which tend to dry or set too rapidly shall be continuously moistened by means of fog sprays or otherwise protected from drying during the time between placement and finishing and after finishing.
4. Finishing of exposed surfaces shall be started as soon as the condition of the concrete allows and shall be completed without delay.
5. Concrete surfaces exposed to the air shall be covered as soon as the concrete has hardened sufficiently and shall be kept continuously wet for at least the first 24 hours of the curing period and for the entire curing period unless curing compound is applied as specified under “Curing.”
j. Water Gates and Gas Gates: All of the water gates and gas gates which are encountered within the limits of the work shall be aligned properly over shutoff and shall be adjusted to meet the grade of the proposed surface. All boxes shall be free of all dirt, rocks, etc. The Contractor shall be responsible for replacing any broken gate boxes. Materials shall be provided by the Meriden Water Department if gate boxes were damaged prior to construction. All labor costs are the Contractor’s responsibility. The Contractor will coordinate with Eversource Gas and Meriden Water Department to obtain replacement boxes.
k. Detectable Warning Strip: The Detectable Warning Strip shall be set directly in poured concrete according to the plans and the manufacturer’s specifications or as directed by the Engineer. The contractor shall place two 25 pound concrete blocks or sandbags on each tile to prevent the tile from floating after installation in wet concrete. The Contractor is responsible for removing any material spatters or debris and repairing any damage to the existing sidewalk arising from the installation of the tile. The protective film on the detectable warning strip shall be removed as soon as the concrete has cured.
4.0 METHOD OF MEASUREMENT: Concrete sidewalk and ramps shall be measured for payment by the total square feet of the top surfaces of the sidewalk, driveway ramps, and pedestrian ramps, excluding the exposed top surface of the concrete curbing. The Detectable Warning strip will not be measured for payment. All materials, equipment, tools and labor incidental thereto shall be included in the Bid price for Concrete Sidewalk.
5.0 BASIS OF PAYMENT: Payment for concrete sidewalks, driveway ramps, and pedestrian ramps shall be at the contract unit price per square foot of “Concrete Sidewalk”, “Concrete Driveway Ramp”, or “Concrete Pedestrian Ramp” complete in place and accepted. Price and payment for Concrete Sidewalk”, “Concrete Driveway Ramp”, and “Concrete Pedestrian Ramp” in place shall include the removal of all existing sidewalks and curbing, the removal and replacement of all bituminous concrete pavement, all forms necessary for tree pits, grass and brush and all equipment and labor, excavation, backfill (except rock excavation), bedding, and all other miscellaneous items necessary to complete the work, and not listed for separate payment in the bid.
CONCRETE CURBING
1.0 DESCRIPTION: The work under this item shall consist of the construction of concrete curbing, placed on a processed aggregate base course in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications.
2.0 MATERIALS:
a. Materials for this work shall conform to the requirements of Article M.03.01 of ConnDOT Form 816 for Class “C” Concrete.
b. Joint filler shall conform o the requirements of Article M.03.01 of Form 816.
c. Concrete shall have a minimum 28 day compressive strength of 3,000 psi and shall contain 4 to 6 % entrained air unless otherwise approved by the Engineer. The material for precast concrete shall conform to the requirements of Article M.03.01, except that the coarse aggregate gradation may be varied with the approval of the Engineer.
d. Liquid membrane curing compound shall conform to the requirements of AASHTO M148 Type 2 Class “B”.
3.0 CONSTRUCTION METHODS:
a. Excavation: Excavation, including removal of any existing curbing, shall be made to the required depths below the finished grade, as shown on the plans or as directed. All soft and yielding material shall be removed and replaced with suitable material.
b. Placing Concrete:
1. Slump of the concrete shall be not less than two (2) inches or more than four (4) inches. Concrete shall contain neither less than 4 nor more than 6 percent entrained air at the time the concrete is deposited in the forms, as determined by AASHTO Methods T-152 or T-121.
2. Concrete curbing shall be constructed in sections having a uniform length of approximately 10 feet, unless otherwise directed. The length of these sections may be varied slightly where necessary for closures, but no section less than 6 feet in length will be permitted. These sections shall be separated by an approved method at the time of placing concrete.
c. Forms: Where forms are used, they shall be so constructed that the form for exposed surfaces may be removed before the concrete has taken final set in order to permit correction of surface irregularities.
d. Curing and Protection: Liquid curing compound shall be applied immediately following the disappearance of the water sheen following the final finishing and before any marked dehydration of the concrete or surface checking occurs. The compound shall be applied in two even coats of one gallon per 200 square feet, with a continuous even film at right angles to each other and with not more than 30 minutes between coats. Application shall be by pressure sprayer giving a fine uniform spray. Should rain fall on the newly coated surface before it dries, a new application shall be maintained to protect the concrete surface from rain during finishing operations and until the curing compound dries.
e. Backfilling: After concrete has set sufficiently, the grading shall be completed to the lines shown on the plans, or as ordered, by refilling to the required elevation with approved material which shall be placed in layers of not more than 6 inches in depth and compacted until firm and solid.
4.0 METHOD OF MEASUREMENT: Concrete curbing shall be measured for payment by the total linear feet of the top surface of the curb.
5.0 BASIS OF PAYMENT: This work will be paid for at the contract unit price per linear foot of “Concrete Curbing”, complete in place and accepted. Price and payment for Concrete Curbing in place shall include the removal of all existing curbing, excavation, gravel base, finishing, curing, backfilling and compaction, expansion joints and filler, disposal of surplus and unsuitable material and all materials, equipment, tools, labor, and work incidental to or necessary for the completion of the Item.
PERMANENT ASPHALT ROADWAY PAVEMENT
INSTALLATION AND REPAIRS
1.0 DESCRIPTION: The work under this item shall consist of furnishing and installing bituminous concrete, together with all labor and equipment, to the lines, grades and compacted thickness designated on the Contract Drawings, or as directed by the Engineer, and in conformance with Section 4.06 of DOT Form 816.
2.0 MATERIALS: Generally for repairs the material shall be of like kind and thickness as the original pavement or of the type and kind shown on the Contract Drawings, or as directed by the Engineer. The material for the bituminous concrete mixture, sources of supply, formula for mix, mix tolerances, approval of mix formula and the control of the mixture shall conform to the requirements of Section M.04 of ConnDOT Form 816. Prior to use of any bituminous concrete, the job mix formula shall be approved by the Engineer.
3.0 CONSTRUCTION METHODS: The methods employed in performing the work and all equipment, tools, machinery and plant used in handling material and executing any part of the work shall be subject to the approval of the Engineer before the work is started, and whenever found unsatisfactory, it shall be changed and improved as required by the Engineer. All equipment, tools, machinery and plant used must be maintained in a satisfactory working condition.
a. Permanent Repairs to Roadway: Permanent repairs shall be made by the following method:
1. The existing bituminous concrete pavement shall be cut to a neat, true line, removing all ragged edges so that the new pavement surface will extend six (6) inches over undisturbed base material. Cutting shall be by suitable equipment approved by the Engineer. The edges of the cut shall be painted with a thin, uniform tack coat conforming to the requirements of Section M.01.04 Emulsified Asphalt, just before the paving materials are placed against them.
2. Excavate to a depth of seventeen (17) inches below finished road grade. If subgrade is soft or spongy, it shall be replaced with suitable material.
3. Apply bank run gravel to a thickness of eight (8) inches after compaction and processed stone to a thickness of six (6) inches after compaction. Base and subbase materials shall be placed in layers not over six (6) inches in depth and to such a depth that after compaction it shall be at the required depth below the finished grade of the pavement. The base/subbase shall be wetted after spreading of each layer.
4. Apply two 1-1/2” courses of bituminous concrete, Class 1 in accordance with Section 4.06 of ConnDOT Form 816. The joint between the new and existing pavement shall be sealed with a hot poured rubber joint sealing compound that meets the requirements of AASHTO M-301.
b. Compaction This work shall conform to Section 4.06.03(9) “Compaction” of Form 816, or methods approved by the Engineer. The in-place density of each layer or course of the compacted mixture shall be compacted to a density of at least 92 percent of the theoretical density for bituminous concrete, and at least 95 percent of the modified proctor density for base and subbase courses.
c. Liability The contractor shall be liable for maintaining road repairs for a period of two years following the date of acceptance of the project. If at any time within two years from the date that final repairs are completed, the area repaired shows any settlement or disintegration caused, in the opinion of the Engineer, by faulty backfill, materials, or methods, the whole area must be repaired by the contractor in a manner satisfactory to the Engineer. If bituminous concrete pavement repairs settle or break down for any reason during the period, the Contractor is responsible for maintenance. No extra payment shall be made for repairs.
4.0 METHOD OF MEASUREMENT: This work will not be measured for payment.
5.0 BASIS OF PAYMENT: No separate payment shall be made for “Permanent Asphalt Roadway Pavement Installation and Repairs.”
BITUMINOUS CONCRETE DRIVEWAY REPAIR
1.0 DESCRIPTION: The work under this item shall include removal and disposal of existing driveways and the furnishing of all plant, labor, equipment, appliances and materials, and in performing all operations in providing the construction of bituminous concrete driveway repairs and driveway ramps at the locations and to the lines and grades as required.
2.0 Materials: Materials for this work shall conform to the following requirements: Bituminous Concrete shall conform to the requirements of Section M.04, Class 2, of ConnDOT Form 816. Processed aggregate for the base course shall conform to the requirements of Section M.02.01 of ConnDOT Form 816.
3.0 Construction Methods Construction: methods shall conform to the requirements of Section 9.22.03 of ConnDOT Form 816 and the following:
a. Excavation; Excavation, including removal of any existing driveway, shall be made to the depth below finished grade as shown on the plans or as directed. If subgrade material is soft or spongy, it shall be replaced with suitable material.
b. Base Course The base course shall be placed in layers not to exceed 8 inches in depth and to such depth that after compaction it shall be at the required depth below the finished grade of the driveway, driveway ramp, or pedestrian ramp. The base shall be wetted after spreading of each layer.
c. Forms; When bituminous concrete is spread by hand, forms shall be used. Forms shall be of metal or wood, straight, free from warp and of sufficient strength to prevent springing from the impact of the roller. All forms shall be of a depth equal to the depth of the driveway and shall be securely staked, braced and held firmly to the required line and grade.
d. Bituminous Concrete Surface; The surface shall be constructed in accordance with the requirements of Section 4.06 of Form 816, except that the material may be spread by hand and must be suitably compacted by multiple passes of a suitable power roller weighing not less than 500 pounds.
e. Backfilling: The sides of the driveway shall be backfilled with suitable material as directed by the Engineer, and finished flush with the top of the driveway. All surplus material shall be disposed of offsite unless specified otherwise.
4.0 Method of Measurement: This work will be measured as the number of square yards of driveway, completed and accepted..
5.0 Basis of Payment: This work shall be paid for at the contract unit price per square yard for “Bituminous Concrete Driveway Repair”, complete in place which shall include all excavation, fill formation of subgrades, disposal of excess material, processed stone base, bituminous concrete and all equipment, tools, labor and materials incidental thereto.
SELECTIVE TREE TRIMMING AND PRUNING
1.0 DESCRIPTION: The work under this item shall consist of trimming and/or pruning of trees, tree roots, stumps and brush located within the project excavation limits and proper disposal offsite.
2.0 MATERIALS: As required.
3.0 CONSTRUCTION METHODS: All work pertaining to trimming and/or pruning of trees, tree roots, stumps and brush shall be done in a neat and orderly manner so as not to cause damage to adjacent vegetation. The Contractor shall remove the roots of trees to the required depth when in conflict with the excavation. All branches and roots that are cut or damaged during construction shall be painted with an approved asphalt-base tree paint. The contractor shall dispose of tree branches, roots, stumps, brush, etc. in a satisfactory manner and shall remove all rubbish and refuse from within the project area. All excavations made below subgrade surface for the removal of trees, stumps, etc. shall be filled with suitable material which shall be thoroughly compacted.
4.0 METHOD OF MEASUREMENT: This work will not be measured for payment..
5.0 BASIS OF PAYMEN: No separate payment will be made for “Selective Tree Trimming and Pruning.”
STUMP REMOVAL
1.0 DESCRIPTION: The work under this item shall consist of removing tree stumps from within the project excavation limits and proper disposal offsite.
2.0 MATERIALS: As required.
3.0 CONSTRUCTION METHODS: All work pertaining to stump removal shall be done in a neat and orderly manner so as not to cause damage to adjacent sidewalk, curb, or vegetation. The Contractor shall remove the roots of trees to a minimum depth of 1-foot below finish grade. Removal shall be completed by excavation or by grinding. Contractor shall take all necessary precautions to protect adjacent utilities during removal. The contractor shall dispose of stumps and wood chips in a satisfactory manner and shall remove all rubbish and refuse from within the project area. All excavations made below subgrade surface for the removal of trees, stumps, etc. shall be filled with suitable material which shall be thoroughly compacted.
4.0 METHOD OF MEASUREMENT: Stump Removal shall be measured on a per each basis.
5.0 BASIS OF PAYMENT: This work will be paid for at the per each price for “Stump Removal” which price shall include all material, tools, equipment and labor incidental thereto.
RESTORATION
1.0 DESCRIPTION:
a. The Contractor shall replace and/or restore to the condition existing immediately prior to construction or better than this condition, all signs, mailboxes, topsoil, lawns, fences, fields, walls, driveways, walks, curbs, incidental works, or any and all other property removed or harmed in any way by reason of work done under this Contract except pavement repair or any item excepted elsewhere in the Contract Documents.
b. NON MAINTAINED AREA: Non-maintained areas are defined as pastures, orchards, open-field, woodlands or other areas which are not regularly maintained by the property owner.
c. MAINTAINED AREA: A maintained area is defined as a lawn, garden, shrub area, drive, walk or other surface or surface structures, all of which are maintained in a regular fashion.
d. Restoration of maintained lawns (grass) shall be as provided under Section 08020, "Liming, Fertilizing, Seeding and/or Mulching" of these contract specifications.
2.0 MATERIALS: As required by the Contractor.
3.0 CONSTRUCTION METHODS:
a. The work shall include the following:
1. Replace to an equivalent depth any topsoil that has been removed during the excavation, but not less than 4 inches.
2. Remove from the property upon completion of the Work or sooner as directed by the Engineer all excess materials of construction such as stone, pipe, concrete block, gravel, etc. that the Contractor may have stockpiled for use during the course of the Work.
3. Leave the land in smooth, even condition. All ruts, holes or other undesirable grading conditions which resulted from work under this Contract shall be filled and the area so graded to eliminate ponding. All drainage courses shall be restored to their pre-existing condition or better.
4. Fertilize and seed as specified on the plans those areas where the original ground cover was removed or disturbed by operations under this Contract.
5. Reset all public or private monuments, iron pipes or other types of property line and geodetic markers damaged or disturbed by operations under this Contract. This work will be done by a licensed land surveyor or authorized agent approved by the Engineer, at no additional cost to the Owner.
6. Repair, reset, relocate or replace as directed by the Engineer, all walks, driveways, curbs, pipes, walls, utilities, fences, railings, stone walls, etc., and ornamental or utilitarian domestic accessories, such as but not limited to arbors, fireplaces, sheds and incinerators, or other surfaces, structures, or property which may have been damaged, either directly or indirectly by his operations under this Contract.
7. Mailboxes shall be moved and reset as necessary so that the front of each mailbox is zero–12 inches from the proposed edge of road.
b. Walks and driveways shall be equivalent to that removed but in no case shall concrete or bituminous concrete walks and driveways be of less quality than that shown on the Contract Drawings.
c. In addition the Contractor shall notify each property owner of those trees and shrubs which must be removed during construction. These items shall not be replaced by the Contractor.
d. All work under this section shall conform to the applicable sections of these specifications and the Standard Specifications.
4.0 METHOD OF MEASUREMENT: The costs for restoration will be included in the bid and will not be measured for payment.
5.0 BASIS OF PAYMENT: There will not be a separate pay item for this item.
All roads must remain open at all times. To minimize the need for uniformed police officers, it is recommended that the Contractors take the following steps:
• Approximately two (2) days before starting work, post the street as an “Emergency No Parking Zone”.
• Utilize the on-street parking area for digging and removal needs. For safety reasons, constant crossing of the street with machinery, to save time, will interfere with traffic and require a police officer.
• Cement trucks should also utilize the on-street parking area to pour cement, thus limiting the interference with traffic.
Contractual obligations in the City require that if a lane is closed, uniformed police officers will be necessary. The Contractor is responsible for scheduling uniformed Police Officers for traffic control. If the Contractor does not follow the above steps and incurs cost for the maintenance and protection of traffic, the City will not be responsible for these costs. If the above steps are followed, and the City deems that uniformed Police Officers are required, the City will pay the Police Department directly and this is listed as an allowance on the Proposal Pages for each section.
If the Contractor decides that they would prefer uniformed police officers for their convenience, the price is $63.12 per hour for a uniformed officer, $30.00 per hour for a police cruiser, and 10% administrative cost based on the total amount of the actual invoice and the City will NOT be responsible for these costs; the Contractor will be responsible. Cost is $63.12 per hour for the first 4 hours of work performed. Any work 4 hours or more, will be charged a minimum of 8 hours per the Meriden Police Local #1016 contract.
Specific traffic protection requirements will be coordinated with the assigned Captain at the Police Department.
In an effort to minimize costs for this sidewalk project, the City has determined if the Contractor(s) fails to meet the completion dates stated in the bid, the cost for the uniformed Police Officers will be the responsibility of the Contractor(s). These costs will be deducted from the monies owed to the Contractor by the City.
NOTE: If there is an instance where the Contractor has already scheduled a Uniformed Police Officer(s) for a particular day, but the Contractor cancels, the Contractor must contact the Police Department Scheduling at (203) 630-6305 not less than NINETY (90) MINUTES prior to the start time requested to cancel the Uniformed Police Officer(s). If the cancellation does not occur within the required Ninety Minutes, the Contractor will be responsible for the cost of the uniformed Police Officer(s). The cost for failure to cancel within the Ninety Minutes is a minimum of 4 hours at a rate of $63.12/hour x 4 hours = $277.73.
Any mention of Traffic Protection in the Technical Specifications excludes the cost for uniformed Police Officers.
| Release Project Date: | August 1, 2026 |
| Question Submission Deadline: | August 18, 2026, 4:00pm |
| Response Submission Deadline: | August 25, 2026, 11:00am |
The City will only be accepting electronic submissions of bids. Please submit electronic responses via the City eProcurement Portal: https://procurement.opengov.com/portal/meridenct. By way of the eProcurement Portal, responses will be locked and digitally encrypted until the submission deadline passes. Bids are due for submission no later than 11:00 am, Tuesday, August 25, 2026.
If any Contractor is a Certified Section 3 business, you must submit a copy of the completed certification form with your bid. The Section 3 brochure and the Business Certification Form can be found on the City of Meriden’s web page:
http://www.meridenct.gov/Content/Community_Development/
Due to funding source a State of Connecticut Section 3 business will be given a bid preference. The Priority Ranking Schedule for Section 3 Businesses is as follows:
1) First priority will be given to Section 3 Businesses that provide employment opportunities for Section 3 residents in Meriden, New Haven and Hartford counties. (Form is attached to bid.)
2) Second priority will be given to businesses carrying out HUD Youth-Build Programs. For more information on HUD Youth-Build Programs, visit the website:
https://www.youthbuild.org/
3) Other Section 3 Businesses in the State of Connecticut. Award shall be made to the qualified Section 3 Business with the highest priority ranking (see Priority Ranking Schedule above) and with the lowest responsible bidder if that bid:
a) Is within the project cost estimate
b) Is not more than “X” percent higher than the total bid price of the lowest responsive bid from any responsible bidder.
Bids are to be submitted as follows:.
a. Bids must be made out and signed in the corporate, or other, name of Bidder, and must be fully and properly executed by an authorized person.
b. The City of Meriden, CT will only be accepting electronic submissions of the enclosed bid sheet via the City eProcurement portal partner, OpenGov: https://procurement.opengov.com/portal/meridenct.
c. Bids received later than the time and date specified will not be considered.
d. Amendments to or withdrawal of bids received later than the date and time set forth in the bid opening will not be considered.
Due to federal requirements, a sign is required to be posted at the project site that this project is funded by CDBG. Attachment “B” is a letter regarding signage, as well as sample sign and specific requirements of the sign.
Bidders will be required to fill out, and include as part of its bid, any attached Bidder’s Qualification Statement via the City eProcurement Portal: https://procurement.opengov.com/portal/meridenct.
In determining the qualifications of a bidder, the City of Meriden will consider the bidder’s record of performance in any prior contracts for construction work. The City of Meriden expressly reserves the right to reject a bid if the bidder’s historical performance, in the sole opinion of the City of Meriden, has been unsatisfactory in any manner or if the bidder has habitually and without just cause neglected the payment of bills or has otherwise disregarded its obligations to subcontractors, suppliers, or employees.
Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows:
1) Take that portion of; the Contract sum properly allocable to completed work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the work in the schedule of values, less retainage of five percent (5 percent). Pending final determination of cost to the owner of changes in the Work, amounts not in dispute may be included as provided in appropriate sections of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order;
2) Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitable stored off the site at a location agreed upon in writing) less retainage of five percent (5percent);
3) Subtract the aggregate of previous payments made by the Owner: and Subtract amounts, if any, for which the Engineer has withheld or nullified a Certificate for payment.
Bidders are to examine all documents and visit the site in order to make a thorough examination of the conditions so that the bidder may familiarize itself with all of the existing requirements, conditions, and difficulties that will affect the execution of the work in order to determine the amount of work necessary to carry out the true intent of the specifications and work shown on the drawings.
The City of Meriden and its agents do not have any responsibility for the accuracy, completeness, or sufficiency of any bid document obtained from any other source other than from the City eProcurement Portal: https://procurement.opengov.com/portal/meridenct. Obtaining documents from any other source(s) may result in obtaining incomplete and inaccurate information. Obtaining documents from any other source may also result in failure to receive any addenda, corrections, or other revisions to the documents that may be issued.
No request shall be honored if such request is made less than seven (7) calendar days prior to the date fixed for the opening of bids. Any and all such interpretations, and any supplementary instructions, will be in the form of a written addenda to the specifications which, if issued, will be made available via the City eProcurement Portal, located at https://procurement.opengov.com/portal/meridenct for addenda. Failure of any bidder to receive any such addenda shall not relieve any bidder from any obligations under its bid as submitted.
Bidders shall submit all inquiries regarding this bid via the City eProcurement Portal, located at https://procurement.opengov.com/portal/meridenct. Please note the deadline for submitting inquiries. All answers to inquiries will be posted on the City eProcurement Portal. Bidders may also click “Follow” on this bid to receive an email notification when answers are posted. It is the responsibility of the bidder to check the website for answers to inquiries.
Compliance with Executive Order 11246 of September 24, 1965, entitled "Equal Employment Opportunity", as amended by Executive Order 11375 of October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter 60). (All construction contracts awarded in excess of $10,000 by grantees and their contractors or sub-grantees)
Compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. 874) as supplemented in Department of Labor regulations (29 CFR part 3). (All contracts and sub-grants for construction or repair)
Compliance with the Davis-Bacon and related acts 29 CFR Part 1, Part 3 and Part 5. Federal Prevailing Wage Rates are attached.
Compliance with Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327A 330) as supplemented by Department of Labor regulations (29 CFR part 5). (Construction contracts awarded by grantees and sub-grantees in excess of $2000, and in excess of $2500 for other contracts which involve the employment of mechanics or laborers)
No contract shall be awarded to any party listed on the General Services Administration’s List of Parties Excluded from Federal Procurement or Non-procurement Programs in accordance with E.O.s 12549 and 12689, “Debarment and Suspension”.
Access by the grantee, the sub-grantee, the Federal grantor agency, the Comptroller General of the United States, or any of their duly authorized representatives to any books, documents, papers, and records of the contractor which are directly pertinent to that specific contract for the purpose of making audit, examination, excerpts, and transcriptions.
No bidder may withdraw its bid within sixty (60) days of the date of the bid opening. Should there be reason why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the City of Meriden and the successful bidder.
Restoration is required per the attached Technical Specifications.
The contractor who is selected to perform this State project must comply with CONN. GEN. STAT. §§ 4a-60, 4a-60g, and 46a-68b through 46a-68f.
State law requires a minimum spending allocation goal of twenty-five (25%) percent of the state-funded portion of the contract for award to subcontractors holding current certification from the Connecticut Department of Administrative Services (“DAS”) under the provisions of CONN. GEN. STAT. § 4a-60g. (25% of the total state-funded value with DAS-certified Small Businesses and 6.25% of the total state-funded value with DAS-certified Minority-, Women-, and/or Disabled-owned Businesses.) The contractor must demonstrate good faith effort to meet the spending allocation goals.
It is determined prevailing wages are required therefore, it is expressly understood and agreed they are the responsibility and obligation of the Contractor to secure and maintain any/all prevailing wages rates.
The Purchasing Officer reserves the right to make an award on the bid which, by the Purchasing Officer’s judgment and recommendation from the Department of Economic Development and City Engineering Department following bid evaluations, best meets the specifications and is deemed to be in the best interest of the City of Meriden.
The contract will not be awarded to any corporation, firm, or individual which/who is in arrears to the City of Meriden by debt or contract, or who is in default as security or otherwise by any obligation to the City of Meriden.
The right is reserved to reject any or all bids, in whole or in part, to award any item, group of items, or total bid, and to waive informality or technical defects, if it is deemed to be in the best interest of the City of Meriden.
In the event that any bidder wishes to protest the potential award of a bid, or any procedure of act in the advertising or soliciting of the bids, said bidder must make said protest in writing, which shall state the reason therefore and request a conference with respect thereto. Said protest must be received in the City Purchasing Office within FIVE (5) business days after the delivery of bid results or decisions. A conference with respect to said protest shall be scheduled by the Purchasing Officer forthwith and shall be attended by him or his designee and such other persons as the Purchasing Officer and the City Manager shall require to attend. The subject matter of said conference shall be limited to the reasons for the protest specified in the written request for said conference. Said conference shall also include a discussion of all possibilities for a resolution of dispute. The City shall make a decision in writing within three (3) business days after said conference and forward the same to the protesting bidder forthwith. In the event that any protesting bidder wishes to take legal action against the City, they must fully comply with all of these instructions to bidders.
TBD
Inasmuch as the contract concerns a public improvement, the provisions of the contract relating to the time of performance and completion of the work are of the essence of the contract. Accordingly, the successful bidder/contractor (“Contractor”) shall begin work on the day specified in paragraph 2.04 of the General Conditions and shall perform the work diligently so as to permit full use not later than the first day following the construction period established in the Contract. See paragraph entitled “Liquidated Damages” of the Agreement between City of Meriden, as owner, and the Contractor.
The City of Meriden is exempt under Connecticut General Statutes from the payment of the excise taxes imposed by the federal government and the Sales and Use Tax of the State of Connecticut; such taxes should not be included in the bid price. Upon request, exemption certificates will be furnished to the successful bidder.
The Contractor shall agree that neither it or its subcontractors, except in the case of a bona fide occupational qualification or need, to refuse to hire or employ or to bar or to discharge from employment any individual or to discriminate against such individual in compensation or in terms, conditions or privileges of employment
because of the individual's race, color, religious creed, age, sex, gender identity or expression, marital status, national origin, ancestry, present or past history of mental disability, intellectual disability, learning disability, physical disability, including, but not limited to, blindness or status as a veteran. The aforementioned terms are obtained from Connecticut General Statutes Section 46a-60, et seq., entitled “Discriminatory employment practices prohibited,” as amended.
The Agreement for the work will be via Standard Construction Contract including EJCDC.
The Contractor recognizes that time is of the essence with this project and the City of Meriden will suffer financial loss if the Work is not completed within the anticipated times specified therefore, the Contractor agrees that as liquidated damages for any delay the Contractor will pay the City of Meriden Five Hundred Dollars ($500.00) for each day that expires after the time specified in for Substantial Completion until the Work is substantially complete.
In addition, after Substantial Completion, if Contractor shall neglect, refuse or fail to complete the remaining Work within the time specified for completion and readiness for final payment or any proper extension thereof granted by the City of Meriden, the Contractor shall pay the City of Meriden Five Hundred Dollars ($500.00) for each day that expires after the time specified for completion and readiness for final payment.
The City of Meriden has adopted a Code of Ethics located in Chapter 21 of the Code of the City of Meriden, sections 21-1 through 21-15, inclusive, which are expressly incorporated herein by reference. The terms of the Code of Ethics shall constitute a part of any contract or agreement entered into by the City of Meriden as a result of this bid as if those terms were fully set forth in such contract or agreement.
Bidders are specifically advised that the Code of Ethics prohibits public officers and employees, as well as their immediate families and businesses, with which they are associated from participating in any transaction which is incompatible with the proper discharge of official duties or responsibilities. Bidders are also advised that the Code of Ethics contain provisions with respect to paid contractors and former employees and officials.
BIDDERS SHOULD NOTE THAT BIDS, CONTRACTS, AND AGREEMENTS ENTERED INTO OR AWARDED IN VIOLATION OF THE CODE OF ETHICS ARE VOIDABLE BY RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MERIDEN.
Copies of the Code of Ethics may be obtained from the office of the City Clerk or may be found online on the City of Meriden’s website.
Each bidder submitting a bid to the City of Meriden for any portion of the work contemplated by the documents on which bidding is based shall execute and attach thereto the sworn Non-Collusive Bid Statement, to the effect that the bidder has not colluded with any other person, firm, or corporation in the submission of the bid.
In the event there are two or more responsive bidders, the decision to award will be based by the following criteria and in the following order:
a. The bidder located in the State of Connecticut will be awarded the bid over that of another bidder.
b. The winner of a coin toss will be awarded the bid over that of another bidder.
No contract may be assigned without the written consent of the Purchasing Officer or designee.
The Contractor shall be responsible for obtaining any and all necessary permits required by the City of Meriden prior to the commencement of work. The Contractor may contact the City of Meriden Building Department for permit information at (203) 630-4091. For all other required permits, contact the City of Meriden Engineering Department at (203) 630-4018.
The City of Meriden is exempt from the payment of the excise taxes imposed by the Federal government and the Sales and Use Tax of the State of Connecticut under Connecticut General Statutes; accordingly, such taxes shall not be included in the bid price.
The City of Meriden, unless stated otherwise in the bidding documents or Contract, will make payment to the Contractor not less than thirty (30) days following completion of services.
All materials, equipment, supplies, and services shall be subject to rigid inspection. If defective material, equipment, supplies, or services are discovered, the Contractor shall remove or make good such material, equipment, or supplies without extra compensation. It is expressly understood and agreed that any inspection by the City of Meriden will in no way lessen the responsibility of the Contractor or release Contractor from the obligation to perform and deliver to the City sound and satisfactory materials, equipment, supplies, or allow the cost to be deducted from any monies due it from the City of Meriden. All services will be performed in a workmanlike manner.
The successful bidder shall be required to provide a Certificate of Insurance denoting general liability, automobile liability, workers compensation liability, and other coverage required by the City’s Risk Manager.
The work is scheduled to start approximately September 15, 2026 and end no later than December 15, 2026. Inasmuch as the Contract concerns a needed public improvement, the provisions of the Contract relating to the time of performance and completion of the work are of the essence of this Contract. Accordingly, the Contractor shall begin work on the day specified, and shall prosecute the work diligently so as to permit full use not later than the first day following the construction period established in the Contract. Liquidated damages shall be utilized as required.
All laborers and mechanics employed by contractors and subcontractors in the performance of construction work financed in whole or in part with assistance received under this title shall be paid wages at rates not less than those prevailing on similar construction in the locality as determined by the Secretary of Labor in accordance with the Davis Bacon Act, as amended (40 U.S.C. 276a-276a-5); Provided, That this section shall apply to the rehabilitation of residential property only if such property contains not less than 8 units. The Secretary of Labor shall have, with respect to such labor standards, the authority and functions set forth in Reorganization Plan Numbered 14 of 1950 (15 F.R. 3176; 64 Stat. 1267) and section 2 of the Act of June 13, 1934, as mended (48 Stat. 948; 40 U.S.C. 276(c)).
This bid is subject to: The Build America Buy America Act, enacted as part of the Infrastructure Investment and Jobs Act on November 15, 2021, established a domestic content procurement preference for all Federal financial assistance obligated for infrastructure projects after May 14, 2022. The domestic content procurement preference requires that all iron, steel, manufactured products, and construction materials used in covered infrastructure projects are produced in the United States.
Bidders will be required to fill out and include as a part of their bid the attached Bidder’s Qualifications Statement. Each bidder must have sufficient personnel, vehicles and equipment to dedicate at least one sidewalk crew (Backhoe with operator, Dump Truck with operator, and Laborer) forty hours per week for the duration of the contract as deemed necessary by the City of Meriden. In determining the qualifications of a bidder, the City will consider whether or not sufficient resources are available to meet the above criteria with his current workload. In addition, the City will consider his record in performance of any contracts for construction work previously completed.
The City reserves the right to reject the bid of any bidder, if in the City’s opinion, the bidder’s record of past performance indicates he has not properly performed such Contracts, or has habitually and without just cause, neglected the payment of bills or has otherwise disregarded his obligations to subcontractors, suppliers or employees. The City also reserves the right to reject the bid, if in the City’s opinion, he is not able to dedicate a sidewalk crew forty hours a week for the duration of the contract for the purpose of completing this project in the time indicated.
Please download the below documents, complete, and upload. MUST be notarized, signed & stamped or sealed.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Ex. to furnish labor and materials to constrnct a multi-use linear trail along the western side of Research Parkway from East Main Sti·eet and the Wallingford Town Line.
Ex. May 3, 2025
Select no, if you will be adding specs/ drawings as attachments
If so, upload project wage sheets
If yes, school specific insurance will be included
SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.
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