2512-20260608083246 HERNANDO.pdf

CONNECTION OF THE BYHALIA ROAD WATER PLANT TO THE MADISON LAKES ELEVATED

WATER TANK 2025

SPECIFICATIONS

FOR THE

CONNECTION OF THE BYHALIA

ROAD WATER PLANT TO THE

MADISON LAKES ELEVATED WATER

TANK 2025

CITY OF HERNANDO

DESOTO COUNTY, MISSISSIPPI

PROJECT ENGINEER:

JOSEPH F. LAUDERDALE P.E.

231 WEST CENTER ST

HERNANDO, MS. 38632

NOTICE TO BIDDERS

Sealed bids for the CONNECTION OF THE BYHALIA ROAD WATER PLANT TO THE MADISON LAKES ELEVATED WATER TANK 2025 in Hernando will be received by the City of Hernando at the City Hall (until 10:00, A.M..) on Monday July 6, 2026 , at which time the bids will be opened and read aloud, (at 475 West Commerce Street,).

Bidding documents may be inspected in the office of the City Engineer, Joseph F.

Lauderdale, P.E. at 231 West Center Street, Hernando, MS. 38632 (901-494-2484) during normal business hours.

Copies of the plans and contract documents may be obtained at the office of the project Engineer, upon payment of $50.00 for each set of plans for the project with NO REFUND. In the event the bids should run over $50,000.00, the bidder shall comply with the Mississippi State law with respect to having a Certificate of Responsibility issued by the Mississippi State Board of Public Contractors. All bids submitted must be sealed in an envelope, clearly labeling the date the bid is to be opened, and the work bid upon.

DBE/WBE contracting firms shall be contacted concerning possible participation in this project. Letters to the contracting firms must be kept on file by the Contractor if awarded a contract for the Hernando water main construction project.

In addition. official bid documents can be downloaded from Central Bidding at www.centralbidding.com. Electronic bids can be submitted at www.centralbidding.com.

For questions related to the electronic process, please call Central Bidding at 225-810-4814.

A bid bond in the amount of five percent (5%) of the bid price made payable to the City of Hernando is required for the project. In accordance with the proper section of the Mississippi Code, upon being awarded a contract for the construction of this project, the successful bidder will be required to furnish the amount of not less than 100% of the Contract Amount to insure the completion of the project and the payment of all bills for labor, materials, and services required therefore. If the bid awarded is less than $25,000.00, the successful bidder may choose to accept a lump sum payment on the completion of the contract. In such case the Performance Bond will not be required, but the Payment Bond will be required in any event.

The City of Hernando reserves the right to accept, or reject, any or all bids and waive any informalities submitted.

Witness my signature, this the 2 nd day of June ,2026

Nicole Hilario, City Clerk

Published: June 4, 2026 June 11, 2026 http://www.centralbidding.com/

INFORMATION FOR BIDDERS

BIDS will be received by the City of Hernando (herein called the "Owner"), at the City Hall until 10:00 A.M. on Monday, July 6, 2026 and then the said officials will publicly, open and read aloud. Each BID must be submitted in a sealed envelope, addressed to the City of Hernando, Hernando, Mississippi.

Each sealed envelope containing a BID must be plainly marked on the outside as BID for the CONNECTION OF THE BYHALIA ROAD WATER PLANT TO THE MADISON LAKES ELEVATED WATER TANK 2025 in Hernando, will be received by the City . The envelope should bear on the outside the name of the BIDDER, his address, his license number if applicable and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the Owner at Hernando City Hall in Hernando.

All BIDS must be made on the required BID form. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required.

The Owner may waive any informalities or minor defects or reject any or all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the Owner and the BIDDER.

BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID Schedule by examination of the site and a review of the drawings and the specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done.

The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained form an officer, agent, or employee of the Owner or any other person shall not affect the risks or obligations assumed by the CONTRACTOR or relieve him from fulfilling any of the conditions of the contract.

Each BID must be accompanied by a BID bond payable to the OWNER for five percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the bonds of all except the three lowest responsible BIDDERS. When the Agreement is executed the bonds of the two remaining unsuccessful BIDDERS will be returned. The BID bond of the successful BIDDER will be retained until the performance bond has been executed and approved, after which it will be returned. A certified check may be used in lieu of a BID bond.

A performance bond in the amount of 100% of the CONTRACT PRICE, with a corporate surety approved by the OWNER, will be required for the faithful performance of the contract.

Attorneys-in-fact who sign BID bond and performance bond must file with each bond a certified and effective dated copy of their power of attorney.

The party to whom the contract is awarded will be required to execute the Agreement and obtain the performance bond within ten calendar days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement bond forms. In case of Failure of the BIDDER to execute the Agreement, the OWNER may at his option consider the BIDDER in default, in which case the BID bond accompanying the proposal shall become the property of the OWNER.

The OWNER within 10 days of receipt of acceptable performance bond, payment bond and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return it such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.

The NOTICE TO PROCEED shall be issued within 10 days from the execution of the Agreement by the OWNER. Should there be reasons why the NOTICE TO PROCEED cannot be issued within such period, the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the NOTICE TO PROCEED has not been issued within the 10-day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party.

INFORMATION FOR BIDDERS

The OWNER may make such investigations as he deems necessary to determine the ability of the BIDDER to perform the work, and the BIDDER shall furnish to the OWNER all such information and the date for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein.

A conditional or qualified BID will not be accepted. The award will be made as a whole to one Bidder.

The site of the proposed construction is at the Jaybird Water Plant on Jaybird Road in Hernando in DeSoto County, Mississippi.

The Bidder to whom the contract is awarded shall within ten (10) days after notification of the acceptance of the bid, sign the construction contract. Failure to do so, unless given a written extension of time by the Mayor and Board of Aldermen, shall constitute a breach of the bid agreement and be cause for not accepting contract.

Awards will be made on the basis of the lowest responsible Bidder, provided it is to the City's interest to accept the bid.

In case of errors in the extension amount, the unit price bid shall govern.

The Engineer will check each item extension in each bid, as a check against the total bid.

Each Bidder is warned to make a careful investigation of the site of the work and to inform himself on all matters affection the work, as no information furnished by the officials, or others, upon such matters shall in any way relieve the bidder from risk or responsibility in fulfilling all the terms of the contract in the event he is awarded the contract.

The proposal shows the various items of the work to be done under the project as far as it is possible to estimate, and the amount of the bid price for the item. The Contractor is hereby warned that he shall read the contract documents carefully, and any and all allowances required for the performance of the work involved in the construction of any part of the contract shall be figured by the contractor into one of the items bid.

Any Bidder contemplating submitting a bid, and who may be in doubt as to the meaning of any part of the specifications and contract documents pertaining to the work should request an explanation in writing from the Engineer.

The Contractor shall begin work on the contract within ten (10) days after the day on which the contract is ordered started in a letter from the City or the Engineer. There is a space provided in the Proposal to set the date of the completion of the project. The number of calendar days so listed sets the time and limit on the project which will be entered in the contract and may determine the award of the contract.

Before the successful Bidder shall let a part of the work to a subcontractor, he must submit name and address of proposed subcontractor, and receive the written approval of the owners. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout.

Each BIDDER is warned to make a careful investigation of the site of the work and to inform himself on all matters affection the work, as no information furnished by the officials, or others, upon such matters shall in any way relieve the BIDDER from risk or responsibility in fulfilling all the terms of the contract in the event he is awarded the contract.

The proposal shows the work to be done under the project. The Contractor is hereby warned that he shall read the Contract documents carefully, and any and all allowances required for the performance of the work involved in the construction of any part of the contract shall be figured into price bid.

All unit prices bid shall be firm prices for the duration of the project, or until at such time as all work has been completed.

Awards will be made on the basis of the lowest responsible BIDDER, provided it is to the City's interest to accept the bid.

Further, the BIDDER agrees to abide by the requirements under Executive Order No. 11246, as amended, including specifically the provisions of the equal opportunity clause set forth in the Supplemental General Conditions.

The low BIDDER must supply the names and addresses of major material suppliers and subcontractors when requested to do so by the OWNER.

Inspection trips for prospective BIDDERS will leave from the Hernando City Hall at 475 West Commerce Street in Hernando. The ENGINEER is Joseph F. Lauderdale P.E. His address is 231 West Center St. Hernando, MS. 38632

MISCELLANEOUS INFORMATION

CONSTRUCTION SPECIFICATIONS

1. Traffic of all kinds shall be maintained continuously and access to buildings shall be provided for at all times, unless otherwise specified in the contract documents, or where temporary interference is authorized by the Engineer, in which case, it shall be interrupted only for such time as is necessary to provide temporary substitutes for surface disturbed by the construction and to restore street after completion of the work. Provisions shall be made for owners and occupants to reach their premises.

2. The contractor, at his own expense, shall erect and maintain all necessary fences, barricades, red lanterns, and danger signals. The lights shall be kept burning from sunset until sunrise, and necessary watchman shall be provided for the safety of the public. The contractor shall observe such rules relative to signals and safeguards as the police regulations, laws, and ordinances require.

3. The quantities of work shown on the documents and as advertised for bids are estimated quantities and are used for the purpose of comparing bids. The right is reserved by the owner to increase or decrease the quantities an amount not to exceed 25% of the total of any given item.

4. On driveways, care shall be taken to cut drive surfaces only as directed by the Engineer to install the lines. All damages to the drive outside of the limit set out above shall be repaired by the Contractor at his own expense to the satisfaction of the Engineer. All crossings shall be maintained until completion of the project.

5. Location of pipelines is approximately located on the plans. Final location shall be made before construction begins by the Engineer as well as valves, fittings, etc.

6. The Contractor shall use great care in protecting buildings, trees, fences, and other properties during construction. He shall replace or repair any damaged item mentioned above without compensation.

He shall replace fences and grass sod in front yards of homes that have been damaged or removed without compensation.

7. All pipe, valves, and etc. will be examined for defects and if in the opinion of the Engineer, they are not suitable for the project, other items will be obtained at the cost of the contractor. All pipe, and etc.

will be made free from dirt and other foreign materials before being placed in the trench. When the work is stopped at night or for other reasons, the ends of the pipe shall be plugged to prevent mud, water, and or other matter from entering. All joints shall be laid according to acceptable and approved practices in a good and workmanlike manner and with a watertight connection.

8. All lines will be tested before placing in service and the cost of this work shall be included in the unit price and will not be paid for separately. Water for testing and sterilizing will be furnished by the owner from the City system at no cost to the contractor; however, the contractor at his own expense shall make all temporary connections required and remove same after the work is complete.

9. Tracer wire will be required to be installed along and with the water main. The cost of the wire and labor to install should be included in the cost the laying the water main.

WATER MAINS

PIPING - All PVC pipe larger than 2” shall be Class 150, John Manville, or equal, with rubber ring couplings and meeting the requirements of AWWA Specification C 900-75 and also ASTM specification D-2241. All pipes must be stamped with "NSF" seal of approval. All pipe that is 2 inches shall be SCH 40 PVC. When the fourteen inch (14) pipe is shown for the road crossing, that pipe shall be High Density Polyethylene pipe. All connections shall be fused together as per manufactures specifications.

DUCTILE IRON PIPE AND FITTINGS - Ductile iron pipe shall be gasket or "slip on type joints" or mechanical joints, Class 150 as per the requirements of American Standards A21.10 and A21.11 (AWWA C101) and WW-P-4215 for three feet of cover.

Cast iron fittings for pipe shall be Class 250 mechanical joint cast iron meeting all requirements of American Standards A21.10 and A21.11.

All valves are to be right hand opening. The mechanical joints shall be made with plain rubber gaskets. All specifications referred to in these specifications are the latest issue.

VALVES - Gate valves shall be Mueller, M & H Crane, or approved equal for 125 Pounds working pressure. Valves 4" and larger shall have mechanical joints. Valve boxes shall be installed over all main valves and shall be equal to Mueller Standard cast iron No. H- 103060. The boxes shall be provided with covers with "water" in raised letters printed on top and shall be of the dimensions suitable for depth of the main and installed as shown on the plans.

SERVICE PIPE AND FACILITY DRAINAGE PIPE- Service pipe shall be 1” PE (poly) pipe and all connectors shall meet AWWA Specifications. The installation of the service assembly shall be flushed thoroughly and sterilized before putting into service. The service assembly shall be installed in a good and workmanlike manner, at the place designated and directed by the Engineer. The facility 8 inch and 12 inch drainage pipe and fittings will require SDR 26 pipe. All joints, connections, etc. shall be water tight and acceptable to the Engineer.

WATER MAINS (Continued)

METER AND ASSEMBLY - The curb stop shall be Mueller H-15174 Mark II, oriseal, or equal, meeting AWWA Specifications. Meter Box shall be a standard weight black PVC conforming to AWWA Specifications; a plastic box will not be accepted. The meter will be provided by the City of Hernando and will be cold-water mulating disc type, or equal to Badger and totalizer shall read in gallons. The corporation stop shall be Mueller H-15000 or equal.

FIRE HYDRANTS - Fire hydrants shall conform to the requirements of the AWWA Specifications for fire hydrants, valve openings, and hub and pipe connections for 6" lines, sufficient length for at least 3 foot bury, two National Fire Underwriters Standard 2 1/2" hose connections and one 4 1/2 standard steamer connection, diameter of seat opening to be not less than five and one quarter inches. All fire hydrants shall have national standard threads or national hose threads.

All threads shall match those of existing hydrants in the area.

Hydrants shall open clockwise (to the right), shall have a one inch square operating nut and shall be of the compression type, with the proper drip valve, and constructed so that they will not flood it when the barrel is broken. Valves shall be removable without digging. The fire hydrants shall be similar or equal to those manufactured by M & H Valve and Fittings Co., or Mueller Company.

Hydrants shall have a stop coat of black asphalt paint below grade and a red coat above grade. Contractor shall paint hydrants after setting as directed by the Engineer.

Hydrants shall be located as shown on the plans or as directed by the Engineer and shall be set in a true plumb position, to the established grade, with lowest nozzle at least 12" above ground. Hydrants shall be set upon a slab of concrete four inches thick and not less than fifteen inches square and shall be backed by concrete to prevent the hydrant from blowing off the lead.

Hydrants shall be set with at least 1/4 cubic yard of broken stone or course washed gravel under and about the base at least one foot below the base and one foot above the drip for drainage Prices for hydrants shall include excavation, gravel base, concrete slab, concrete backing, backfill, materials, and all work incidentals thereto. Hydrant leads will be measured and paid for as pipe. (See detail sheet for installation method).

MATERIALS - All encasement material shall be a minimum of ¼ inch steel material. All joints shall be welded and inspected by the project Engineer before painting where required.

THRUST BLOCKS - Thrust blocks shall be used at all 1/8 bends or larger, at all tees, caps, plugs, and fire hydrants and made of concrete.

SEPARATION OF WATER AND SEWER MAINS - The water mains shall be laid at least 10 feet horizontally and 18 inches vertically from any existing or proposed sewer main and/or manhole. The bottom of the water line should be at least 18 inches from the top of any sewer line ( water over sewer). The distance shall be measured from edge of pipe to edge of pipe. In cases where it is not practical to maintain a ten-foot separation, the Division of Water Supply may allow deviation on a case-by-case basis, if supported by data from the design Engineer. Such considerations may include the type of pipe, concrete or steel encasement or a change in the joint location. Such deviation may allow installation of the water closer to a sewer main, provided the water main is in a separate trench.

MEASUREMENT OF PIPE AND PAYMENTS - All pipe shall be measured along top of pipe in place from center of fittings and will be paid for as linear feet of pipe in place including trenching, backfill, unloading, hauling, and all work incidental to the installation at the unit price bid. All work for which no pay items are provided in the proposal will not be paid for directly and compensation therefore will be considered included in the prices and payment for bid items. Any questions on these items should be clarified by the Engineer before the contract is bid.

TRENCHES - All excavations necessary for the laying of pipe shall be in vertical wall trenches except in certain cases where the Engineer may permit slopping of the walls. Trenches shall be constructed so that the width shall be wider on each side than the diameter of the pipe. Trenches shall be of sufficient width to permit the pipe to be laid to good construction practices. The trenches for receiving the pipe must be deep enough to have a minimum of 30" cover over the pipe.

The Engineer shall have the authority to require the Contractor to stop excavation with any mechanical excavator, which in his opinion is not suitable for the work being done. The pipe shall be laid on a firm bearing throughout its' length. All bell holes shall be large enough to give room to efficiently complete the joint. To prevent damage to trees and other obstructions the trench may be dug by manual methods. The bottom of the trench may be backfilled and tamped if the trench is dug too deep. The amount of open ditch shall be as small as practical for efficient operation.

BACKFILLING - After the pipe work has been approved, the earth shall be thoroughly tamped into bell holes under and around the pipe until 6" of dirt covers over top of pipe. The remainder of the backfill may then be placed by an approved method, which will not injure or disturb the pipe. After settlement occurs, trenches shall be refilled and smoothed until all trench backfill permanently conforms to the original surface of the ground or meet the approval of the Engineer.

The cost of all work of backfilling shall be included in the contract price bid for pipe.

TESTING AND STERILIZING - All water lines shall be tested to a pressure of 120 pounds per square inch. The leakage shall be measured by pumping into the line with a pump capable of maintaining the required pressure and measuring the amount of water necessary to sustain the pressure for a period of two hours and may be done either before or after backfilling. The allowable leakage in gallons should be less than the pipe diameter in inches x 0.00154x length of the pipe in feet under a pressure test of at least 150 pounds per square inch. Should the leakage exceed that specified, the leaks shall be located and repaired and the lines retested until it fulfills that above requirements. All water line shall be sterilized with chlorine before being placed into service. Either liquid chlorine or HTH may be used in such amount as to provide a dosage of not less than 50 ppm. The sterilizing agent may be introduced in any manner approved by the Engineer that will insure a uniform distribution.

Following a contact period or not less that 24 hours, chlorinated water shall be flushed from the line and the contractor shall arrange for at least one microbiological sample to be collected by a representative of the Mississippi State Department of Health or a Registered Professional Engineer in charge of the project, or a Certified Operator for the system from every dead end line and every major looped line.

The samples shall be analyzed by the Mississippi State Department of Health or an approved laboratory certified by the State. Before allowing the water main to be connected to the City system, the water must be free of organisms to the Coli Aergenes group. All testing will be required to comply with AWWA Specifications C600-82 Section 4.

Scope of Project

This project will consist of the construction of a 12 inch water main to connect the Byhalia Road Water Plant to the Madison Lakes Elevated Water tank, the connection for the East Lake Subdivision to the new water main and the additional required connections within the area of the Madison

Lakes Elevated Tank to complete the system. This contract will require the contractor to make one connection at the existing water plant and elevated tank. And two connections to the East Lake Subdivision.

Fourteen houses along Byhalia Road will need to be connected to the new 12 inch water main at the existing house meters. The contractor will be required to furnish all labor, equipment, and materials necessary to complete the project unless stated otherwise in the project specifications. Phoenix Fabricators and Erectors, LLC has a contract for the construction of the elevated tank and Cleveland Construction Co. has the contract for the construction of the Byhalia Road Water Plant.

Materials

All materials used in this project shall be American made if possible.

Concrete Vault for Altitude Valve Construction

The contractor will be required to furnish labor, equipment and materials to provide for the construction for a eight foot x eight foot ( Inside dimensions) concrete vault for the altitude valve. Also providing for the supports for the altitude valve, and the connections and valves associated with the twelve inch water main and elevated water tank. See page seven (7) in the project plans for additional details. The Altitude Valve shall be a 12 inch two way flow Watts Automatic Control Valve altitude valve or equal.

SITE EROSION CONTROL WITH GRASS SEEDING,

FERTILIZING AND MULCH

The contractor will be required to furnish labor, equipment and materials to provide for erosion control during and at the completion of the project.

There is a bid item to plant all disturbed areas of the project in grass. The minimum material needed will be 300 pounds of 13-13-13 fertilizer pr acre.

200 pounds of rye grass per acre and 50 pounds of Bermuda seed per acre in the homeowner’s yards. There is also a bid item to furnish and install

Bermuda sod if required by the homeowners depending on the time of year.

Mayor and Board of Aldermen:

The undersigned as Contractor agrees to construct the CONNECTION

OF THE BYHALIA ROAD WATER PLANT TO THE MADISON LAKES

ELEVATED WATER TANK 2025 in Hernando will be received by The City of Hernando as set forth by the specifications and directed by the Project Engineer, and in strict conformance thereto for the following unit prices, if awarded the contract. These prices have been set forth for your acceptance as representing those prices which will constitute adequate and full compensation for all the necessary items contained in the project bid sheet to complete the work to be done.

The Contractor agrees that if he is awarded the Contract, that he will within 30 Days after presentation of same, sign the contract and execute any bonds necessary with his surety, and return said contract for the signature of the City Official and that the Bidder will commence construction within 10 days after formal notice to begin the work is received from the City Officials or the Project Engineer.

The Bidder declares that he has fully informed himself as to the conditions affecting the work and has visited the site, consulted with the Engineer if needed, examined each and every part of the contract documents, or else waives any and all claims and future claims for not having so done.

If awarded the contract for the work, the Contractor agrees to constantly and faithfully execute and complete the work within

__120____ calendar days after the contract is executed. The amount of liquidated damages shall be $200 per day for each calendar day in excess of __120_____days.

The unit prices quoted for doing this work are as follows:

Item

No.

Item Quantity Unit Cost Total Cost

FIRE HYDRANTS ASSEMBLY

(FIRE HYDRANT, 6 INCH PIPE AND

VALVE)

5 EA

2 8 INCH PVC TANK DRAIN LINE

78 FEET

3 15 INCH RCP DRIVEWAY PIPE

30 FEET

14 INCH HDP PIPE FOR RD

CROSSINGS INCLUDING ROAD

BORES ( 3 EA)

135 FEET

8 INCH HDP PIPE FOR RD

CROSSING INCLUDINGROAD

BORE (1 EA)

40 FEET

1 INCH ROAD BORES FOR

SERVICE LINES (30 FOOT EACH)

5 EACH

12 INCH DRIVEWAY BORES FOR

WATER MAIN (25 FOOT EACH)

6 EACH

CONNECTION TO THE EAST LAKE

SUBDIVISION 8 INCH WATER

MAINS ( 2 EA)

LUMP SUM

CONNECTION TO THE BYHALIA

WATER PLANT 12 INCH WATER

MAIN

CONNECTION TO THE MADISON

LAKES ELEVATED WATER TANK

16 INCH WATER MAIN

CONNECTION TO THE FOX WOOD

CIRCLE 6 INCH WATER MAIN

8 FT X 8 FT VAULT FOR

ALTITUDE VALVE

13 16 INCH DUCTILE IRON PIPE 12 FEET

14 4 INCH WATER LINE SLEEVE 2 EA

ITEM

NO.

ITEM

QUANTITY UNIT COST

TOTAL COST

6 INCH WATER LINE SLEEVE

1 EA

12 INCH WATER LINE SLEEVE

3 EA

12 INCH COUPLINGS AT ALTITUDE

VALVE PIT

2 EA

18. 4 INCH PVC WATER LINE C900 15 FT

8 INCH PVC WATER MAIN C900

660 FEET

12 INCH PVC WATER MAIN C900

5280 FEET

¾ INCH TAPS ON 12 INCH WATER

MAIN

9 EA

22 METER CONNECTIONS 9 EA

1 INCH – 200 PSI POLY TUBING

SERVICE PIPE

1200 FEET

24 6 INCH GATE VALVE 6 EA

4 INCH GATE VALVES

26 8 INCH GATE VALVES 5 EA

27 12 INCH GATE VALVES 10 EA

12 INCH CHECK VALVE

12 INCH ALTITUDE VALVE

30 12 INCH -90 DEGREE ELLS 4 EA

31 6 INCH – 90 DEGREE ELLS 1 EA

32 4 INCH - 90 DEGREE ELL 4 EA

33 12 INCH -22-1/2 DEGREE ELLS 16 EA

34 6 INCH X 4 INCH REDUCER 1 EA

ITEM

NO

ITEM QUANTITY UNIT COST TOTAL COST

12 INCH X 8 INCH- REDUCER

5 EA

16 INCH X 12 INCH REDUCER

37.

14 INCH X 12 INCH REDUCER

8 EA

6 INCH X 3 INCH- REDUCER

39 12 INCH X 6 INCH REDUCER 6 EA

40.

12 INCH CAPS

DISCONNECT AND CAP 3 INCH

WATER MAIN

42. 4 INCH TEE 2 ft.

12 INCH X 6 INCH TEE

6 EA

44.

12 INCH X 8 INCH TEE

45.

12 INCH TEE

7 EA

46.

6 INCH TEE

47.

PROJECT GRASS SEEDING,

FERTILIZING AND MULCH

4 AC

LIMESTONE BASE MATERIAL FOR

DRIVEWAY

300 TONS

49.

WASH ROCK

100 TONS.

50.

SAND BEDDING

1200 TONS

51. SOLID SOD 500 SY

ITEM

NO

ITEM QUANTITY UNIT COST TOTAL COST

TREE REMOVAL

LUMP

SUM.

53. PROJECT SIGNAGE LUMP SUM

TOTAL PROJECT BID: ______________________________

RESPECTFULLY SUBMITTED :______________________________________

BY: ___________________________________________________________

ADDRESS:_____________________________________________________

PHONE:_______________________________________________________

E-MAIL:________________________________________________________