North River Ranch Community Development District
12051 Corporate Blvd., Orlando, FL 32817
Phone: 407-723-5900, Fax: 407-723-5901
www.northriverranchcdd.com
The following is the agenda for the Continued Board of Supervisors Meeting for the North River Ranch Community Development District scheduled to be held Monday, December 21, 2020, 1:00 p.m. at 8141 Lakewood Main Street, Bradenton, FL 34202. The following is the proposed agenda for this meeting.
Call in number: 1-844-621-3956 (New) Passcode: 790 562 990 # (New)
BOARD OF SUPERVISORS’ MEETING AGENDA

Administrative Matters
Roll Call to Confirm Quorum
Public Comment Period [for any members of the public desiring to speak on any proposition before the Board]

Business Matters

1. Review and Consideration of Phase 4A Bids
Other Business Staff Reports
District Counsel
District Engineer District Manager

Supervisor Requests and Audience Comments Adjournment

North River Ranch Community Development District

Review and Consideration of Phase 4A Bids

NORTH RIVER RANCH PHASE IV-A		
								
Bid Summary		Ripa Bid	Jon M Hall Bid	

STREETS AND DRAINAGE: …………………………………………………………………		
$7,053,015.25	
$	8,405,470.45	
MISCELLANEOUS: ………………………………..………………………………………..		$243,000.00	$	273,536.82	
SANITARY SEWER COLLECTION SYSTEM: …………………………………………..		$1,563,189.05	$	1,806,154.50	
WATER DISTRIBUTION SYSTEM: ……………………………………………………...		$501,528.95	$	536,208.75	
RECLAIMED WATER DISTRIBUTION SYSTEM: ………………………………………		$338,941.75	$	389,545.00	

TOTAL: ……………………………………………………………………………………..		
$9,699,675.00	
$	11,410,915.52	
TOTAL DAYS TO (SUBSTANTIAL / FINAL) COMPLETION: …………………………		226 / 261 calender days	179 Days	
		
The principle items of work and quantities shown herein are approximate only and are furnished solely for the purpose		
of showing the approximate scope of work to be performed. The Contractor shall examine the site of the work and shall		
inform himself fully in regard to all conditions pertaining to the place where the work is to be done. It is the Contractor's		
responsibility to perform his own quantity take-off and shall submit his bid showing the items of all work, unit prices		
and lump sum price for all work called for in the plans, specifications and contract documents based on his assessment		
of the work to be performed. No claim shall be made against Clearview Land Design P.L., nor the Owner for any errors or		
omissions in the Contractor's items of work and quantities, and the unit prices shall only be used as a basis		
of payment to items specifically added or deleted upon change order approved by Owner and Clearview Land Design P.L.		
and as a basis for computing partial pay estimates when called for in the contract.		
								
NOTE: Unit prices for all underground construction shall include all costs necessary to comply with the "TRENCH		
SAFETY ACT" and conform with all Occupational Safety and Health Administration (OSHA) regulations.		

Contractor's Name: (Typed  or Printed)	Address:		

By  		 			
(Signature)		
Title: 		Telephone No.: 			
		
Job No.		
File Name P:\Company\Engineering Documents & Programs\Hillsborough County\Quantities		
Date:		
KM/		

Page 1 of 1
H:\CDD Directory\92 - North River Ranch CDD\1- Agenda Package\32- December 21, 2020 Continued Meeting\Phase IV-A Bid Comparison

 

DECEMBER 04, 2020

NORTH RIVER RANCH PHASES 4A & 4B
NORTH RIVER RANCH COMMUNITY DEVELOPMENT DISTRICT

December 04, 2020

North River Ranch Community Development District C/O Clearview Land Design
Attention: Chris Fisher
3010 W. Azeele Street, Suite 150
Tampa, Florida 33609

RE: North River Ranch Phases 4A & 4B

Dear Mr. Fisher:

RIPA & Associates is pleased to submit our Contractor Qualifications and proposal for the North River Ranch Phases 4A & 4B project. This proposal was prepared in accordance with plans and specifications provided by your firm.

RIPA is Tampa Bay’s leader in site development. Our resources and experience will allow us to deliver this project in an expeditious and cost effective manner. We clearly understand what it takes to successfully complete this project while focusing on safety and customer satisfaction.

If you should have any questions or concerns or need any additional information, feel free to call me at our office or on my cell phone at 813.417.6920. We thank you for the opportunity to bid this project and we look forward to working with you in the near future.

Sincerely yours,
RIPA & ASSOCIATES, LLC
Andrew Babchick Estimator

NORTH RIVER RANCH PHASE IV-A	
							
Bid Summary	

STREETS AND DRAINAGE: ……………………………………………………………………		
$	7,053,015.25	
MISCELLANEOUS: ………………………………..………………………………………..		$	243,000.00	
SANITARY SEWER COLLECTION SYSTEM: …………………………………………..		$	1,563,189.05	
WATER DISTRIBUTION SYSTEM: ……………………………………………………...		$	501,528.95	
RECLAIMED WATER DISTRIBUTION SYSTEM: ………………………………………		$	338,941.75	

TOTAL: ……………………………………………………………………………………..		
$	9,699,675.00	
TOTAL DAYS TO (SUBSTANTIAL / FINAL) COMPLETION: ……………………………		226 / 261 calender days	
	
The principle items of work and quantities shown herein are approximate only and are furnished solely for the purpose	
of showing the approximate scope of work to be performed. The Contractor shall examine the site of the work and shall	
inform himself fully in regard to all conditions pertaining to the place where the work is to be done. It is the Contractor's	
responsibility to perform his own quantity take-off and shall submit his bid showing the items of all work, unit prices	
and lump sum price for all work called for in the plans, specifications and contract documents based on his assessment	
of the work to be performed. No claim shall be made against Clearview Land Design P.L., nor the Owner for any errors or	
omissions in the Contractor's items of work and quantities, and the unit prices shall only be used as a basis	
of payment to items specifically added or deleted upon change order approved by Owner and Clearview Land Design P.L.	
and as a basis for computing partial pay estimates when called for in the contract.	
							
NOTE: Unit prices for all underground construction shall include all costs necessary to comply with the "TRENCH	
SAFETY ACT" and conform with all Occupational Safety and Health Administration (OSHA) regulations.	

Contractor's Name:  (Typed or Printed)	Address:	

	

By  		
(Signature)	
Title: 		Telephone No.: 		
	
Job No.	
File Name P:\Company\Engineering Documents & Programs\Hillsborough County\Quantities	
Date:	
KM/	

RIPA & Associates, LLC

Chris LaFace

President & CEO

1409 Tech Boulevard, Suite 1

Tampa, Florida 33619-7843

813.623.6777

Page 1 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

							
STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	Mobilization	LS	1	$	194,000.00		$	194,000.00	
							
2.	Compliance with requirements of FDEP Generic NPDES Permit	LS	1	$	29,000.00		$	29,000.00	
							
4.	Clearing and Grubbing	LS	1	$	648,000.00		$	648,000.00	
							
5.	Solid Sod (Side slopes steeper than 5:1)	SY	73,550	$	2.50		$	183,875.00	
							
6.	Grass and Mulch (Side slopes flatter than 5:1)	SY	329,975	$	0.30		$	98,992.50	
							
7.	Unclassified Excavation	LS	1	INCLUDED		$	-	
							
8.	Demolition Work/Removal & Disposal Off-site*	LS	1	$	5,900.00		$	5,900.00	
							
9.	Wetland and Deleterious Soils Removal (if required)**	LS	1	($30.00 / CY)		$	-	
							
10.	Berm Construction	LS	1	$	17,500.00		$	17,500.00	
							
	Anchor Block Retaining Wall	LF	240	$	305.00		$	73,200.00	
							
	Final Grading	LS	1	$	69,000.00		$	69,000.00	
							
10.	Off-site Fill (if required)***	LS	STANDARD	($12.00 / CY)		$	-	
							
11.	Off-site Fill (In Place-Compacted)	LS	1	($5.00 / CY)		$	-	
							
12.	Earthwork to Mass Grade/Balance Phases IV-A & IV-B						
	Cut	CY	294100	$	3.25		$	955,825.00	
	Fill	CY		$	-		$	-	
							
12.	Earthwork to Stockpile for future phases						
	Cut	CY	826750	$	2.50		$	2,066,875.00	
	Fill	CY		$	-		$	-	
							
	*Demo/Removal and off-site removal shall be according to all Federal, State & Local regulations.			
	*On-Site well(s) to be abandoned per SWFWMD Regulation 40D-3.531					
	**Provide anticipated earthwork quantity for informational purposes					
	***Provide anticipated quantity, total price per yard and price breakdown to purchase,				
	haul & place for informational purposes						

Page 2 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	

12.	Signing and Pavement Marking	LS	1	$	34,526.40		$	34,526.40	
							
12.	Saw-Cut and Match Existing Pavement	EA	2	$	980.00		$	1,960.00	
							
12.	Drainage Swale	LF	280	$	6.20		$	1,736.00	
							
12.	Staked Erosion Control	LF	28502	$	1.25		$	35,627.50	
							
12.	1.75" Asphaltic Surface Course (Type S-9.5)	SY	22957	$	12.50		$	286,962.50	
							
12.	6" Crushed Concrete Base Course****	SY	19032	$	16.20		$	308,318.40	
							
12.	8" Crushed Concrete Base Course****	SY	3925	$	20.85		$	81,836.25	
							
12.	12" Stabilized Subgrade	SY	3925	$	4.60		$	18,055.00	
							
12.	6" Stabilized Subgrade	SY	19032	$	4.60		$	87,547.20	
							
12.	5' Concrete Sidewalk	LF	2784	$	20.25		$	56,376.00	
							
12.	10' Concrete Sidewalk	LF	850	$	40.45		$	34,382.50	
							
12.	ADA Sidewalk Ramp per FDOT Index 522 (Complete)	EA	15	$	1,000.00		$	15,000.00	
							
****The contractor shall base his bid on construction the crushed concrete base thickness as shown in plans.				
The crushed concrete base shall meet or exceed the requirements of the County Engineer. The materials				
shall be produced from a source approved by the Florida Department of Transportation or the County Engineer.				
							
**** The contractor shall base his bid on constructing the soil cement base with full blend borrow material with a minimum seven (7) day compressive	
strength of 300 psi for 	inch ( ") soil cement base. If additional cement material is required at the time of construction due	
to the contractor wanting to mix when slightly excessive moisture is present or if "wet spots" are encountered, then the contractor is responsible	
for the additional cost.	

Page 3 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	Concrete Miami Curb (Type A) W/Stabilization	LF	16186	$	13.10		$	212,036.60	
							
99.	Concrete Curb and Gutter (Type F) W/Stabilization	LF	1667	$	16.00		$	26,672.00	
							
99.	Concrete Curb (Type D) W/Stabilization	LF	599	$	11.65		$	6,978.35	
							
12.	"T" Type Turnaround (install)	EA	1	$	2,750.00		$	2,750.00	
							
12.	Dead End Barricade (install)	EA	7	$	175.00		$	1,225.00	
							
****The contractor shall base his bid on construction the crushed concrete base thickness as shown in plans.				
The crushed concrete base shall meet or exceed the requirements of the County Engineer. The materials				
shall be produced from a source approved by the Florida Department of Transportation or the County Engineer.				
*****All cost for stabilization under curb shall be included in the unit price for the construction of the curb.				

Page 4 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

STREETS AND DRAINAGE	
							
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	6" Underdrain	LF	2034	$	15.50		$	31,527.00	
							
12.	6" Underdrain Cleanout	EA	11	$	290.00		$	3,190.00	
							
12.	8" HDPE	LF	624	$	17.35		$	10,826.40	
							
12.	12" HDPE	LF	172	$	21.20		$	3,646.40	
							
12.	15" RCP	LF	391	$	38.30		$	14,975.30	
							
12.	18" HDPE	LF	839	$	35.75		$	29,994.25	
							
12.	18" RCP	LF	2949	$	46.45		$	136,981.05	
							
12.	24" RCP	LF	1805	$	61.45		$	110,917.25	
							
12.	30" RCP	LF	2999	$	84.60		$	253,715.40	
							
12.	36" RCP	LF	161	$	110.00		$	17,710.00	
							
12.	42" RCP	LF	159	$	140.00		$	22,260.00	
							
12.	48" RCP	LF	224	$	170.00		$	38,080.00	
							
12.	54" RCP	LF	371	$	220.00		$	81,620.00	
							
12.	66" RCP	LF	381	$	385.00		$	146,685.00	
							
12.	Inline Drain	EA	6	$	900.00		$	5,400.00	
							
12.	Drain Basin	EA	4	$	900.00		$	3,600.00	

							

Page 5 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	FDOT Type 1 Curb Inlet ( 3'- 6" x 4'-0" Box )	EA	4	$	5,350.00		$	21,400.00	
							
12.	Type 1 Curb Inlet	EA	38	$	4,250.00		$	161,500.00	
							
12.	Type 1 Curb Inlet (w/"J" Bottom )	EA	3	$	6,000.00		$	18,000.00	
							
12.	Type C Ditch Bottom Grate Top Inlet	EA	6	$	2,200.00		$	13,200.00	
							
12.	Type P Manhole	EA	14	$	2,750.00		$	38,500.00	
							
12.	Type J Manhole	EA	1	$	7,900.00		$	7,900.00	
							
12.	Control Structure 29 "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 31 "Type H" (complete)	LS	1	$	15,500.00		$	15,500.00	
							
12.	Control Structure 34 "Type H" (complete)	LS	1	$	15,500.00		$	15,500.00	
							
12.	Control Structure 46 "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 54 "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 56 "Type H" (complete)	LS	1	$	15,500.00		$	15,500.00	
							
12.	Control Structure 73 "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 83A "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 124 "Type D" (complete)	LS	1	$	5,250.00		$	5,250.00	
							
12.	Control Structure 126 "Type C" (complete)	LS	1	$	3,900.00		$	3,900.00	
							
12.	Control Structure 128 "Type H" (complete)	LS	1	$	15,500.00		$	15,500.00	
							
12.	Control Structure 130 "Type D" (complete)	LS	1	$	5,250.00		$	5,250.00	
							
12.	Control Structure 132 "Type D" (complete)	LS	1	$	5,250.00		$	5,250.00	
							
12.	Control Structure 149 "Type D" (complete)	LS	1	$	5,250.00		$	5,250.00	

Page 6 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	Mitered End Section 15" RCP	EA	1	$	1,500.00		$	1,500.00	
							
12.	Mitered End Section 18" RCP	EA	11	$	1,600.00		$	17,600.00	
							
12.	Mitered End Section 24" RCP	EA	8	$	1,750.00		$	14,000.00	
							
12.	Mitered End Section 30" RCP	EA	5	$	2,900.00		$	14,500.00	
							
12.	Mitered End Section 36" RCP	EA	3	$	3,550.00		$	10,650.00	
							
12.	Mitered End Section 42" RCP	EA	1	$	4,300.00		$	4,300.00	
							
12.	Mitered End Section 48" RCP	EA	1	$	4,900.00		$	4,900.00	
							
12.	Mitered End Section 54" RCP	EA	1	$	7,550.00		$	7,550.00	
							
12.	Mitered End Section 66" RCP	EA	1	$	10,000.00		$	10,000.00	
							
12.	Geospillway "A" 4 feet wide	LS	1	$	1,800.00		$	1,800.00	
							
12.	Geospillway "B" 3 feet wide	LS	1	$	1,800.00		$	1,800.00	
							
12.	Geospillway "C" 14 feet wide	LS	1	$	5,400.00		$	5,400.00	
							
12.	Geospillway "D" 8 feet wide	LS	1	$	3,600.00		$	3,600.00	
							
12.	Geospillway "E" 14 feet wide	LS	1	$	5,400.00		$	5,400.00	
							
12.	Geospillway "F" 30 feet wide	LS	1	$	12,500.00		$	12,500.00	
							
12.	Geospillway "G" 12 feet wide	LS	1	$	5,400.00		$	5,400.00	
							
12.	Plug 18" RCP Structure # 92	EA	1	$	310.00		$	310.00	
							
12.	Plug 18" RCP Structure # 95	EA	1	$	310.00		$	310.00	
							
12.	Plug 30" RCP Structure # 87	EA	1	$	310.00		$	310.00	
							
12.	Structure # 87 with Temp Concrete Tops	EA	1	$	4,250.00		$	4,250.00	
							
12.	Structure # 95 with Temp Concrete Tops	EA	1	$	4,250.00		$	4,250.00	
							
	Storm Testing and Dewatering	LS	1	$	90,500.00		$	90,500.00	
							
				TOTAL		$	7,053,015.25	
By:	 		
Checked:    		
Engineer:    		

Page 7 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

							
MISCELLANEOUS ITEMS	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	

1.	Boundary Survey, PCPs & Lot Corners - (By others)			BY OTHERS		$	-	
							
2.	Bid Bond	LS	1	INCLUDED		$	-	
							
2.	Performance Bond	LS	1	$	125,000.00		$	125,000.00	
							
3.	Record Drawing - (By Others)			BY OTHERS		$	-	
							
4.	Survey Stakeout - (By Others)			BY OTHERS		$	-	
							
5.	Soils, Materials Testing- (By Others)			BY OTHERS		$	-	
							
6.	Water System Testing & Inspection	LS	1	$	36,000.00		$	36,000.00	
							
7.	Reclaimed Water System Testing & Inspection	LS	1	$	27,500.00		$	27,500.00	
							
8.	Sewer System Testing & Inspection	LS	1	$	54,500.00		$	54,500.00	

				TOTAL		$	243,000.00	
By:	
							
Checked:	
							
Engineer:	

Page 8 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	8"	PVC (0' - 6' Cut)	LF	788	$	27.45		$	21,630.60	
							
3.	8"	PVC (6' - 8' Cut)	LF	1405	$	28.50		$	40,042.50	
							
5.	8"	PVC (8' - 10' Cut)	LF	1691	$	29.75		$	50,307.25	
							
4.	8"  C 900	PVC (8' - 10' Cut)	LF	20	$	44.05		$	881.00	
							
6.	8"	PVC (10' - 12' Cut)	LF	1292	$	31.40		$	40,568.80	
							
6.	8"	PVC (12' - 14' Cut)	LF	1176	$	35.00		$	41,160.00	
							
6.	8"	PVC (14' - 16' Cut)	LF	509	$	61.50		$	31,303.50	
							
8.	8"	PVC (16' - 18' Cut)	LF	260	$	75.75		$	19,695.00	
							
9.	8"	PVC (18' - 20' Cut)	LF	571	$	89.50		$	51,104.50	
							
10.	8"	PVC (20' - 22' Cut)	LF	287	$	105.00		$	30,135.00	
							
12.	8"	PVC (22' - 24' Cut)	LF	350	$	130.00		$	45,500.00	
							
19.	Standard Manhole (0' - 6' Cut)	EA	6	$	3,450.00		$	20,700.00	
							
20.	Standard Manhole (6' - 8' Cut)	EA	6	$	3,600.00		$	21,600.00	
							
21.	Standard Manhole (8' - 10' Cut)	EA	8	$	4,000.00		$	32,000.00	
							
22.	Standard Manhole (10' - 12' Cut)	EA	5	$	4,400.00		$	22,000.00	
							
23.	Standard Manhole (12' - 14' Cut)	EA	3	$	4,900.00		$	14,700.00	
							
24.	Standard Manhole (14' - 16' Cut)	EA	2	$	5,700.00		$	11,400.00	
							
25.	Standard Manhole (16' - 18' Cut)	EA	1	$	6,050.00		$	6,050.00	

Page 9 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
25.	Polymer Manhole	(10' - 12' Cut)	EA	1	$	25,500.00		$	25,500.00	
							
22.	Polymer Manhole	(18' - 20' Cut)	EA	3	$	31,000.00		$	93,000.00	
							
23.	Polymer Manhole	(20' - 22' Cut)	EA	1	$	33,000.00		$	33,000.00	
							
24.	Polymer Manhole	(22' - 24' Cut)	EA	3	$	26,000.00		$	78,000.00	
							
25.	Water Tight Manhole Seals	LS	1	$	5,000.00		$	5,000.00	
							
8.	8" Plug and Stub	EA	4	$	815.00		$	3,260.00	
							
	6" x 4" Reducer	EA	1	INCLUDED		$	-	
							
	8" x 6" Reducer	EA	1	$	405.00		$	405.00	
							
4.	8" x 6" Tee Wye	EA	2	$	900.00		$	1,800.00	
							
4.	8 " x 8" Tee Wye	EA	1	$	900.00		$	900.00	
							
4.	16 " x 8" Tee Wye	EA	1	$	1,600.00		$	1,600.00	

Page 10 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
23.	Single Sewer Service Connection *	EA	13	$	710.00		$	9,230.00	
							
25.	Double Sewer Service Connection*	EA	116	$	1,250.00		$	145,000.00	
							
29.	Pump Station (complete) (30 - 32' Cut)	LS	1	$	486,500.00		$	486,500.00	
							
30.	6" PVC Forcemain	LF	1472	$	17.45		$	25,686.40	
							
31.	6" Plug	EA	1	$	290.00		$	290.00	
							
31.	6" Plug Valve	EA	2	$	2,000.00		$	4,000.00	
							
	Air Release Valve	EA	2	$	4,800.00		$	9,600.00	
							
3.	8" PVC Forcemain	EA	4281	$	21.10		$	90,329.10	
							
31.	8" Plug	EA	1	$	880.00		$	880.00	
							
31.	8" Plug Valve	EA	7	$	2,500.00		$	17,500.00	
							
3.	16" PVC Forcemain	EA	16	$	58.15		$	930.40	
							
3.	16" Plug Valve	EA	1	$	12,500.00		$	12,500.00	
							
3.	16" Steel Casing	LF	95	$	110.00		$	10,450.00	
							
1.	6"  45°	Bend	EA	9	$	400.00		$	3,600.00	
							
1.	8"  45°	Bend	EA	5	$	575.00		$	2,875.00	
							
12.	8"  90°	Bend	EA	1	$	575.00		$	575.00	
							
19.	Joint Restraint	LS	1	INCLUDED		$	-	

				TOTAL		$	1,563,189.05	
By:	 		
							
Checked:    		
							
Engineer:    		

* Shall consist of all bends, tees, plugs, cleanouts or any other appurtenances comprising a complete service.	
** Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	

Page 11 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	Remove Plug and Connect to						
	Existing 24" Water Main	LS	1	$ 2,500.00		$	2,500.00	
							
2.	Connect to Existing 12 " Water Main	LS	1	$ 1,400.00		$	1,400.00	
							
3.	Temporary Construction Meter Assembly	LS	1	$ 6,050.00		$	6,050.00	
							
4.	8" x 24" Tapping Valve and Sleeve	EA	1	$ 9,150.00		$	9,150.00	
							
8.	8" PVC Water Main	LF	8653	$	22.15		$	191,663.95	
								
9.	10" DIP Water Main	LF	370	$	53.00		$	19,610.00	
							
15.	8" Gate Valve	EA	27	$ 1,500.00		$	40,500.00	
							
15.	10" Gate Valve	EA	1	$ 2,100.00		$	2,100.00	
							
15.	8" 22½ ° Bend	EA	5	$	295.00		$	1,475.00	
							
15.	8"   45 °	Bend	EA	12	$	295.00		$	3,540.00	
							
15.	10" x 8" Tee	EA	1	$	535.00		$	535.00	
							
15.	8" x 8" Tee	EA	6	$	460.00		$	2,760.00	
							
15.	8" x 8" Cross	EA	2	$	485.00		$	970.00	

Page 12 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
15.	Fire Hydrant Assembly *	EA	12	$ 5,500.00		$	66,000.00	
							
15.	Blow-off Assembly *	EA	1	$ 11,500.00		$	11,500.00	
							
15.	Water Service to Lift Station	LS	1	$ 3,250.00		$	3,250.00	
							
15.	Single Service (Short) **	EA	20	$	660.00		$	13,200.00	
							
15.	Double Service (Short) **	EA	57	$ 1,000.00		$	57,000.00	
							
15.	Single Service (Long) **	EA	25	$	755.00		$	18,875.00	
							
15.	Double Service (Long) **	EA	43	$ 1,150.00		$	49,450.00	
							
15.	Shock Pad	(Contingency)	EA		$ 2,000.00		$	-	
							
15.	Joint Restraint	LS	1	INCLUDED		$	-	

							
							
				TOTAL		$	501,528.95	
							
By:	
							
Checked:	
							
Engineer:	
	
*	Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	
** Shall consist of all corporation stops, curb stops, pipe or tubing or any other appurtenances comprising a complete water service.	

Page 13 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

							
RECLAIMED WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
2.	Remove Blow-off and Connect to						
	Existing 6 " Reclaimed Water Main	LS	1	$ 1,050.00		$	1,050.00	
							
5.	2" PVC Reclaimed Water Main	LF	45	$	14.55		$	654.75	
							
5.	6" DIP Reclaimed Water Main	LF	100	$	39.40		$	3,940.00	
							
5.	6" PVC Reclaimed Water Main	LF	8692	$	16.00		$	139,072.00	
							
5.	Blow-off Assembly *	EA	1	$	880.00		$	880.00	
							
15.	2" Plug	EA	4	INCLUDED		$	-	
							
16.	2" Gate Valve	EA	2	$	675.00		$	1,350.00	
							
18.	6" Gate Valve	EA	38	$ 1,100.00		$	41,800.00	
							
26.	6" 11¼ ° Bend	EA	1	$	225.00		$	225.00	
							
26.	6" 22½ ° Bend	EA	16	$	225.00		$	3,600.00	
							
26.	6"   45 °	Bend	EA	24	$	225.00		$	5,400.00	
							
26.	6" x 6" Tee	EA	8	$	350.00		$	2,800.00	
							
26.	6" x 2" Tee	EA	3	$	350.00		$	1,050.00	
							
26.	6" x 6" Cross	EA	1	$	470.00		$	470.00	
							
26.	PVC to DIP Transistion Fitting	EA	1	$	500.00		$	500.00	

							

							

Page 14 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

RECLAIMED WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
99.	Water Service Sleeve	LF	0	$	-		$	-	
							
99.	Single Service (Short) **	EA	20	$	655.00		$	13,100.00	
							
999.	Double Service (Short) **	EA	57	$ 1,000.00		$	57,000.00	
							
9.	Single Service (Long) **	EA	25	$	750.00		$	18,750.00	
							
9.	Double Service (Long) **	EA	43	$ 1,100.00		$	47,300.00	
							
9.	Shock Pad	(Contingency)	EA		$ 2,000.00		$	-	

99.	Joint Restraint	LS		INCLUDED		$	-	

							
				TOTAL		$	338,941.75	
By:	
							
Checked:	
							
Engineer:	

*	Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	
** Shall consist of all corporation stops, curb stops, pipe or tubing or any other appurtenances comprising a complete water service.	

Page 15 of 15
\\ripa-estimate\Proposals\20-BID FILE\North River Ranch 4A & 4B 20-375\3) Bid Documents\1) Proposal-Bid Form\Revised North River Ranch Phase IV-A_Quantities (AHB)

Bond No.: N/A
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A310
 	Bid Bond	
KNOW ALL MEN BY THESE PRESENTS, that we
Ripa & Associates, LLC
1409 Tech Boulevard, Suite 1
Tampa, FL 33619
as Principal, hereinafter called the Principal, and Travelers Casualty and Surety Company of America 1 North Dale Mabry Highway, Suite 1005
Tampa, FL 33609

a corporation duly organized under the laws of the State 	CT	 as Surety, hereinafter called the Surety, are held and firmly bound unto North River Ranch Community Development District
c/o Clearview Land Design, P.L. 3010 W. Azeele Street, Suite 150
Tampa, FL 33609

as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid in U.S. Dollars ($5%) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS the Principal has submitted a bid for
North River Ranch Phases IV-A & IV-B – Manatee County, FL. Site Development Improvements

NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect.

  Ripa & Associates, LLC	

Signed and sealed December 04, 2020

Michelle Barthle

(Witness)

Chris LaFace

  Travelers Casualty and Surety Company of America	

David B. Shick, Attorney-In-Fact and Licensed FL Resident Agent #A241176

(Witness)

ID	Task Name
0	North River Ranch Ph 4A

Duration
179 days

Start
Mon 1/11/21

Finish
Tue 9/21/21

Nov 29, '20 Dec 20, '20 Jan 10, '21 Jan 31, '21 Feb 21, '21 Mar 14, '21 Apr 4, '21

Apr 25, '21

May 16, '21 Jun 6, '21

Jun 27, '21 Jul 18, '21

Aug 8, '21 Aug 29, '21 Sep 19, '21 Oct 10, '21 O

1	
	Notice to Proceed / Receipt of All Permits	0 days	Mon 1/11/21	Mon 1/11/21	
2		Mobilization	5 days	Mon 1/11/21	Fri 1/15/21	
3		Submittals / Shop Drawings / Precast Production	40 days	Mon 1/11/21	Fri 3/5/21	
4						
5		Site Preperation	70 days	Mon 1/11/21	Fri 4/16/21	
6		Silt Fence / Tree Barricades	5 days	Mon 1/11/21	Fri 1/15/21	
7		Clearing & Grubbing	65 days	Mon 1/18/21	Fri 4/16/21	
8						
9		Earthwork	105 days	Mon 2/1/21	Mon 6/28/21	
10		Stripping & Discing Site	60 days	Mon 2/1/21	Fri 4/23/21	
11		Site Excavation	100 days	Mon 2/8/21	Mon 6/28/21	
12		Dewatering for Sanitary Sewer	10 days	Mon 2/22/21	Fri 3/5/21	
13						
14		Utility Installation	85 days	Mon 3/8/21	Tue 7/6/21	
15		Wet Well & Sanitary Sewer	55 days	Mon 3/8/21	Fri 5/21/21	
16		Storm Drainage	75 days	Mon 3/22/21	Tue 7/6/21	
17		Pressure Pipe	58 days	Mon 4/5/21	Thu 6/24/21	
18						
19		Roadway Installation	43 days	Mon 6/21/21	Thu 8/19/21	

1/11

20	Subgrade Preperation

17 days

Mon 6/21/21

Wed 7/14/21

21	Curb Installation

12 days

Wed 6/30/21

Fri 7/16/21

22	Base & Prime

19 days

Wed 7/7/21

Mon 8/2/21

23	Utility Testing / Underdrain

10 days

Tue 8/3/21

Mon 8/16/21

24	Asphalt Paving

3 days

Tue 8/17/21

Thu 8/19/21

25	Substantial Completion

0 days

Thu 8/19/21

Thu 8/19/21

8/19

26

27	Final Completion / Close Out

61 days

Fri 6/25/21

Tue 9/21/21

28	Final Grading / Sodding / Sidewalk

39 days

Fri 6/25/21

Thu 8/19/21

29	Striping & Signage

2 days

Fri 8/20/21

Mon 8/23/21

30	Final Inspection / Punchlist / Reinspection

20 days

Tue 8/24/21

Tue 9/21/21

31	Final Completion

0 days

Tue 9/21/21

Tue 9/21/21

9/21

Project: North River Ranch Ph 4A Date: Fri 12/4/20

Task Split Milestone Summary

Project Summary	Inactive Summary	Manual Summary	External Milestone External Tasks	Manual Task	Start-only	Progress
External Milestone	Duration-only	Finish-only	Deadline
Inactive Milestone	Manual Summary Rollup	External Tasks

Page 1

CORPORATE HEADQUARTERS
1409 Tech Boulevard, Suite 1
Tampa, FL 33619

VENICE OFFICE
108 Triple Diamond Boulevard North Venice, FL 34275

FLEET DEPARTMENT
10149 Fisher Avenue
Tampa, FL 33619

GENERAL INFORMATION
Email: info@ripaconstruction.com
HUMAN RESOURCES:
Email: hr@ripaconstruction.com (813) 663-6720
(813) 663-6726
NEW PROJECTS:
Chris LaFace
Email: claface@ripaconstruction.com

813.623.6777 Phone
813.663.6721 Fax
WWW.RIPATAMPA.COM

FLORIDA LICENSED CONTRACTOR
CGC009082 CUC057369 PCC056774
Contractor V 893536-0001-2007 CUC1224980
FPC12-000056

							
							
STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	Mobilization	LS	1	$ 225,000.00		$	225,000.00	
							
2.	Compliance with requirements of FDEP Generic NPDES
Permit	LS	1	$ 16,500.00		$	16,500.00	
							
4.	Clearing and Grubbing	LS	1	$ 404,835.00		$	404,835.00	
							
5.	Solid Sod (Side slopes steeper than 5:1)	SY	73,550	$	2.80		$	205,940.00	
							
6.	Grass and Mulch (Side slopes flatter than 5:1)	SY	329,975	$	0.30		$	98,992.50	
							
7.	Unclassified Excavation	LS	1	$ 24,100.00		$	24,100.00	
							
8.	Demolition Work/Removal & Disposal Off-site*	LS	1	$	3,000.00		$	3,000.00	
							
9.	Wetland and Deleterious Soils Removal (if required)**	LS	1	$	6.35		$	
							
10.	Berm Construction	LS	1	$ 17,500.00		$	17,500.00	
							
	Anchor Block Retaining Wall	LF	240	$	93.00		$	22,320.00	
							
	Final Grading	LS	1	$ 126,000.00		$	126,000.00	
							
10.	Off-site Fill (if required)***	LS	STANDARD	$	13.50		$	
							
11.	Off-site Fill (In Place-Compacted)	LS	0	$	2.80		$	-	
							
12.	Earthwork to Mass Grade/Balance Phases IV-A & IV-B						
	Cut	CY	301735	$	2.60		$	784,511.00	
	Fill	CY	301735	$	1.05		$	316,821.75	
							
12.	Earthwork to Stockpile for future phases						
	Cut	CY	796992	$	3.74		$	2,980,750.08	
	Fill	CY	796992	$	0.66		$	526,014.72	
							
	*Demo/Removal and off-site removal shall be according to all Federal, State & Local regulations.		
	*On-Site well(s) to be abandoned per SWFWMD Regulation 40D-3.531				
	**Provide anticipated earthwork quantity for informational purposes				
	***Provide anticipated quantity, total price per yard and price breakdown to purchase,			
	haul & place for informational purposes						

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	

12.	Signing and Pavement Marking	LS	1	$ 36,500.00		$	36,500.00	
							
12.	Saw-Cut and Match Existing Pavement	EA	2	$	154.00		$	308.00	
							
12.	Drainage Swale	LF	280	$	7.45		$	2,086.00	
							
12.	Staked Erosion Control	LF	28502	$	1.25		$	35,627.50	
							
12.	1.75" Asphaltic Surface Course (Type S-9.5)	SY	22957	$	12.15		$	278,927.55	
							
12.	6" Crushed Concrete Base Course****	SY	19032	$	14.60		$	277,867.20	
							
12.	8" Crushed Concrete Base Course****	SY	3925	$	18.50		$	72,612.50	
							
12.	12" Stabilized Subgrade	SY	3925	$	4.75		$	18,643.75	
							
12.	6" Stabilized Subgrade	SY	19032	$	4.50		$	85,644.00	
							
12.	5' Concrete Sidewalk	LF	2784	$	18.75		$	52,200.00	
							
12.	10' Concrete Sidewalk	LF	850	$	37.50		$	31,875.00	
							
12.	ADA Sidewalk Ramp per FDOT Index 522 (Complete)	EA	15	$	1,060.00		$	15,900.00	
							
****The contractor shall base his bid on construction the crushed concrete base thickness as shown in plans.				
The crushed concrete base shall meet or exceed the requirements of the County Engineer. The materials				
shall be produced from a source approved by the Florida Department of Transportation or the County Engineer.			
							
**** The contractor shall base his bid on constructing the soil cement base with full blend borrow material with a minimum seven (7) day compressive	
strength of 300 psi for 	inch ( ") soil cement base. If additional cement material is required at the time of construction due	
to the contractor wanting to mix when slightly excessive moisture is present or if "wet spots" are encountered, then the contractor is responsible	
for the additional cost.	

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	Concrete Miami Curb (Type A) W/Stabilization	LF	16186	$	10.65		$	172,380.90	
							
99.	Concrete Curb and Gutter (Type F) W/Stabilization	LF	1667	$	13.00		$	21,671.00	
							
99.	Concrete Curb (Type D) W/Stabilization	LF	599	$	11.50		$	6,888.50	
							
12.	"T" Type Turnaround (install)	EA	1	$	2,500.00		$	2,500.00	
							
12.	Dead End Barricade (install)	EA	7	$	468.00		$	3,276.00	
							
****The contractor shall base his bid on construction the crushed concrete base thickness as shown in plans.				
The crushed concrete base shall meet or exceed the requirements of the County Engineer. The materials				
shall be produced from a source approved by the Florida Department of Transportation or the County Engineer.			
*****All cost for stabilization under curb shall be included in the unit price for the construction of the curb.				

STREETS AND DRAINAGE	
							
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	6" Underdrain	LF	2034	$	30.00		$	61,020.00	
							
12.	6" Underdrain Cleanout	EA	11	$	175.00		$	1,925.00	
							
12.	8" HDPE	LF	624	$	18.00		$	11,232.00	
							
12.	12" HDPE	LF	172	$	22.00		$	3,784.00	
							
12.	15" RCP	LF	391	$	34.50		$	13,489.50	
							
12.	18" HDPE	LF	839	$	28.50		$	23,911.50	
							
12.	18" RCP	LF	2949	$	41.00		$	120,909.00	
							
12.	24" RCP	LF	1805	$	54.50		$	98,372.50	
							
12.	30" RCP		LF	2999	$	77.00		$	230,923.00	
							
12.	36" RCP	LF	161	$	100.00		$	16,100.00	
							
12.	42" RCP	LF	159	$	125.00		$	19,875.00	
							
12.	48" RCP	LF	224	$	158.00		$	35,392.00	
							
12.	54" RCP	LF	371	$	209.00		$	77,539.00	
							
12.	66" RCP	LF	381	$	341.00		$	129,921.00	
							
12.	Inline Drain	EA	6	$	419.00		$	2,514.00	
							
12.	Drain Basin	EA	4	$	2,160.00		$	8,640.00	

							

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	FDOT Type 1 Curb Inlet ( 3'- 6" x 4'-0" Box )	EA	4	$	3,550.00		$	14,200.00	
							
12.	Type 1 Curb Inlet	EA	38	$	3,550.00		$	134,900.00	
							
12.	Type 1 Curb Inlet (w/"J" Bottom )	EA	3	$	4,860.00		$	14,580.00	
							
12.	Type C Ditch Bottom Grate Top Inlet	EA	6	$	2,160.00		$	12,960.00	
							
12.	Type P Manhole	EA	14	$	2,880.00		$	40,320.00	
							
12.	Type J Manhole	EA	1	$	3,800.00		$	3,800.00	
							
12.	Control Structure 29 "Type C" (complete)	LS	1	$	2,920.00		$	2,920.00	
							
12.	Control Structure 31 "Type H" (complete)	LS	1	$	7,750.00		$	7,750.00	
							
12.	Control Structure 34 "Type H" (complete)	LS	1	$	6,220.00		$	6,220.00	
							
12.	Control Structure 46 "Type C" (complete)	LS	1	$	3,220.00		$	3,220.00	
							
12.	Control Structure 54 "Type C" (complete)	LS	1	$	3,190.00		$	3,190.00	
							
12.	Control Structure 56 "Type H" (complete)	LS	1	$	7,380.00		$	7,380.00	
							
12.	Control Structure 73 "Type C" (complete)	LS	1	$	3,150.00		$	3,150.00	
							
12.	Control Structure 83A "Type C" (complete)	LS	1	$	3,020.00		$	3,020.00	
							
12.	Control Structure 124 "Type D" (complete)	LS	1	$	3,910.00		$	3,910.00	
							
12.	Control Structure 126 "Type C" (complete)	LS	1	$	3,250.00		$	3,250.00	
							
12.	Control Structure 128 "Type H" (complete)	LS	1	$	5,600.00		$	5,600.00	
							
12.	Control Structure 130 "Type D" (complete)	LS	1	$	3,700.00		$	3,700.00	
							
12.	Control Structure 132 "Type D" (complete)	LS	1	$	4,070.00		$	4,070.00	
							
12.	Control Structure 149 "Type D" (complete)	LS	1	$	4,260.00		$	4,260.00	

STREETS AND DRAINAGE	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
12.	Mitered End Section 15" RCP	EA	1	$	1,140.00		$	1,140.00	
							
12.	Mitered End Section 18" RCP	EA	11	$	1,420.00		$	15,620.00	
							
12.	Mitered End Section 24" RCP	EA	8	$	1,580.00		$	12,640.00	
							
12.	Mitered End Section 30" RCP	EA	5	$	2,510.00		$	12,550.00	
							
12.	Mitered End Section 36" RCP	EA	3	$	3,050.00		$	9,150.00	
							
12.	Mitered End Section 42" RCP	EA	1	$	6,220.00		$	6,220.00	
							
12.	Mitered End Section 48" RCP	EA	1	$	7,490.00		$	7,490.00	
							
12.	Mitered End Section 54" RCP	EA	1	$	7,570.00		$	7,570.00	
							
12.	Mitered End Section 66" RCP	EA	1	$ 10,400.00		$	10,400.00	
							
12.	Geospillway "A" 4 feet wide	LS	1	$	4,500.00		$	4,500.00	
							
12.	Geospillway "B" 3 feet wide	LS	1	$	4,500.00		$	4,500.00	
							
12.	Geospillway "C" 14 feet wide	LS	1	$ 15,600.00		$	15,600.00	
							
12.	Geospillway "D" 8 feet wide	LS	1	$	9,010.00		$	9,010.00	
							
12.	Geospillway "E" 14 feet wide	LS	1	$ 15,600.00		$	15,600.00	
							
12.	Geospillway "F" 30 feet wide	LS	1	$ 32,900.00		$	32,900.00	
							
12.	Geospillway "G" 12 feet wide	LS	1	$ 14,100.00		$	14,100.00	
							
12.	Plug 18" RCP Structure # 92	EA	1	$	2,060.00		$	2,060.00	
							
12.	Plug 18" RCP Structure # 95	EA	1	$	2,060.00		$	2,060.00	
							
12.	Plug 30" RCP Structure # 87	EA	1	$	2,240.00		$	2,240.00	
							
12.	Structure # 87 with Temp Concrete Tops	EA	1	$	6,490.00		$	6,490.00	
							
12.	Structure # 95 with Temp Concrete Tops	EA	1	$	6,490.00		$	6,490.00	
							
	Storm Testing and Dewatering	LS	1	$ 202,000.00		$	202,000.00	
							
				TOTAL		$	8,405,470.45	
By:	 		
Checked:    		
Engineer:    		

							
							
MISCELLANEOUS ITEMS	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	

1.	Boundary Survey, PCPs & Lot Corners - (By others)					$	-	
							
2.	Bid Bond	LS	1	12500		$	12,500.00	
							
2.	Performance Bond	LS	1	196000		$	196,000.00	
							
3.	Record Drawing - (By Others)						
							
4.	Survey Stakeout - (By Others)						
							
5.	Soils, Materials Testing- (By Others)						
							
6.	Water System Testing & Inspection	LS	1	9127.8		$	9,127.80	
							
7.	Reclaimed Water System Testing & Inspection	LS	1	7599.82		$	7,599.82	
							
8.	Sewer System Testing & Inspection	LS	1	48309.2		$	48,309.20	

				TOTAL		$	273,536.82	
By:	
							
Checked:	
							
Engineer:	

							
SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	8"	PVC (0' - 6' Cut)	LF	788	$	34.50		$	27,186.00	
							
3.	8"	PVC (6' - 8' Cut)	LF	1405	$	35.50		$	49,877.50	
							
5.	8"	PVC (8' - 10' Cut)	LF	1691	$	42.00		$	71,022.00	
							
4.	8"  C 900	PVC (8' - 10' Cut)	LF	20	$	43.50		$	870.00	
							
6.	8"	PVC (10' - 12' Cut)	LF	1292	$	43.50		$	56,202.00	
							
6.	8"	PVC (12' - 14' Cut)	LF	1176	$	77.00		$	90,552.00	
							
6.	8"	PVC (14' - 16' Cut)	LF	509	$	82.50		$	41,992.50	
							
8.	8"	PVC (16' - 18' Cut)	LF	260	$	90.00		$	23,400.00	
							
9.	8"	PVC (18' - 20' Cut)	LF	571	$	99.50		$	56,814.50	
							
10.	8"	PVC (20' - 22' Cut)	LF	287	$	110.00		$	31,570.00	
							
12.	8"	PVC (22' - 24' Cut)	LF	350	$	122.00		$	42,700.00	
							
19.	Standard Manhole (0' - 6' Cut)	EA	6	$	3,370.00		$	20,220.00	
							
20.	Standard Manhole (6' - 8' Cut)	EA	6	$	4,440.00		$	26,640.00	
							
21.	Standard Manhole (8' - 10' Cut)	EA	8	$	5,390.00		$	43,120.00	
							
22.	Standard Manhole (10' - 12' Cut)	EA	5	$	6,310.00		$	31,550.00	
							
23.	Standard Manhole (12' - 14' Cut)	EA	3	$	7,280.00		$	21,840.00	
							
24.	Standard Manhole (14' - 16' Cut)	EA	2	$	8,330.00		$	16,660.00	
							
25.	Standard Manhole (16' - 18' Cut)	EA	1	$	9,230.00		$	9,230.00	

SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
25.	Polymer Manhole	(10' - 12' Cut)	EA	1	$ 24,000.00		$	24,000.00	
							
22.	Polymer Manhole	(18' - 20' Cut)	EA	3	$ 27,000.00		$	81,000.00	
							
23.	Polymer Manhole	(20' - 22' Cut)	EA	1	$ 37,400.00		$	37,400.00	
							
24.	Polymer Manhole	(22' - 24' Cut)	EA	3	$ 33,900.00		$	101,700.00	
							
25.	Water Tight Manhole Seals	LS	1	$	8,650.00		$	8,650.00	
							
8.	8" Plug and Stub	EA	4	$	425.00		$	1,700.00	
							
	6" x 4" Reducer	EA	1	$	370.00		$	370.00	
							
	8" x 6" Reducer	EA	1	$	609.00		$	609.00	
							
4.	8" x 6" Tee Wye	EA	2	$	951.00		$	1,902.00	
							
4.	8 " x 8" Tee Wye	EA	1	$	1,090.00		$	1,090.00	
							
4.	16 " x 8" Tee Wye	EA	1	$	6,250.00		$	6,250.00	

SANITARY SEWAGE COLLECTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
23.	Single Sewer Service Connection *	EA	13	$	995.00		$	12,935.00	
							
25.	Double Sewer Service Connection*	EA	116	$	1,355.00		$	157,180.00	
							
29.	Pump Station (complete) (30 - 32' Cut)	LS	1	##########		$	473,500.00	
							
30.	6" PVC Forcemain	LF	1472	$	32.00		$	47,104.00	
							
31.	6" Plug	EA	1	$	361.00		$	361.00	
							
31.	6" Plug Valve	EA	2	$	3,720.00		$	7,440.00	
							
	Air Release Valve	EA	2	$	2,530.00		$	5,060.00	
							
3.	8" PVC Forcemain	EA	4281	$	21.00		$	89,901.00	
							
31.	8" Plug	EA	1	$	473.00		$	473.00	
							
31.	8" Plug Valve	EA	7	$	4,170.00		$	29,190.00	
							
3.	16" PVC Forcemain	EA	16	$	61.50		$	984.00	
							
3.	16" Plug Valve	EA	1	$ 12,600.00		$	12,600.00	
							
3.	16" Steel Casing	LF	95	$	106.00		$	10,070.00	
							
1.	6"  45°	Bend	EA	9	$	404.00		$	3,636.00	
							
1.	8"  45°	Bend	EA	5	$	529.00		$	2,645.00	
							
12.	8"  90°	Bend	EA	1	$	558.00		$	558.00	
							
19.	Joint Restraint	LS	1	$ 26,400.00		$	26,400.00	

				TOTAL		$	1,806,154.50	
By:	 		
							
Checked:    		
							
Engineer:    		

* Shall consist of all bends, tees, plugs, cleanouts or any other appurtenances comprising a complete service.	
** Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	

WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
1.	Remove Plug and Connect to	
LS	1	
$ 1,710.00		$	1,710.00	
	Existing 24" Water Main						
							
2.	Connect to Existing 12 " Water Main	LS	1	$	995.00		$	995.00	
							
3.	Temporary Construction Meter Assembly	LS	1	$ 3,480.00		$	3,480.00	
							
4.	8" x 24" Tapping Valve and Sleeve	EA	1	$ 5,180.00		$	5,180.00	
							
8.	8" PVC Water Main	LF	8653	$	22.75		$	196,855.75	
								
9.	10" DIP Water Main	LF	370	$	66.00		$	24,420.00	
							
15.	8" Gate Valve	EA	27	$ 1,850.00		$	49,950.00	
							
15.	10" Gate Valve	EA	1	$ 2,990.00		$	2,990.00	
							
15.	8" 22½ ° Bend	EA	5	$	309.00		$	1,545.00	
							
15.	8"   45 °	Bend	EA	12	$	311.00		$	3,732.00	
							
15.	10" x 8" Tee	EA	1	$	613.00		$	613.00	
							
15.	8" x 8" Tee	EA	6	$	469.00		$	2,814.00	
							
15.	8" x 8" Cross	EA	2	$	564.00		$	1,128.00	

WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
15.	Fire Hydrant Assembly *	EA	12	$ 5,220.00		$	62,640.00	
							
15.	Blow-off Assembly *	EA	1	$ 1,270.00		$	1,270.00	
							
15.	Water Service to Lift Station	LS	1	$	861.00		$	861.00	
							
15.	Single Service (Short) **	EA	20	$	617.00		$	12,340.00	
							
15.	Double Service (Short) **	EA	57	$	948.00		$	54,036.00	
							
15.	Single Service (Long) **	EA	25	$	662.00		$	16,550.00	
							
15.	Double Service (Long) **	EA	43	$	993.00		$	42,699.00	
							
15.	Shock Pad	(Contingency)	EA	0	$ 9,170.00		$	-	
							
15.	Joint Restraint	LS	1	#########		$	50,400.00	

							
							
				TOTAL		$	536,208.75	
							
By:	
							
Checked:	
							
Engineer:	
	
*	Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	
** Shall consist of all corporation stops, curb stops, pipe or tubing or any other appurtenances comprising a complete water service.	

							
RECLAIMED WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
2.	Remove Blow-off and Connect to	LS	1	$	995.00		$	995.00	
	Existing 6 " Reclaimed Water Main						
							
5.	2" PVC Reclaimed Water Main	LF	45	$	12.00		$	540.00	
							
5.	6" DIP Reclaimed Water Main	LF	100	$	32.50		$	3,250.00	
							
5.	6" PVC Reclaimed Water Main	LF	8692	$	16.50		$	143,418.00	
							
5.	Blow-off Assembly *	EA	1	$ 1,190.00		$	1,190.00	
							
15.	2" Plug	EA	4	$	56.50		$	226.00	
							
16.	2" Gate Valve	EA	2	$	774.00		$	1,548.00	
							
18.	6" Gate Valve	EA	38	$ 1,430.00		$	54,340.00	
							
26.	6" 11¼ ° Bend	EA	1	$	242.00		$	242.00	
							
26.	6" 22½ ° Bend	EA	16	$	242.00		$	3,872.00	
							
26.	6"   45 °	Bend	EA	24	$	247.00		$	5,928.00	
							
26.	6" x 6" Tee	EA	8	$	289.00		$	2,312.00	
							
26.	6" x 2" Tee	EA	3	$	999.00		$	2,997.00	
							
26.	6" x 6" Cross	EA	1	$	470.00		$	470.00	
							
26.	PVC to DIP Transistion Fitting	EA	1	$	254.00		$	254.00	

							

							

RECLAIMED WATER DISTRIBUTION SYSTEM	
Item			Estimated	Unit	Total	
No.	Description	Unit	Quantity	Price	Amount	
							
99.	Water Service Sleeve	LF	1	$ 2,410.00		$	2,410.00	
							
99.	Single Service (Short) **	EA	20	$	693.00		$	13,860.00	
							
999.	Double Service (Short) **	EA	57	$	948.00		$	54,036.00	
							
9.	Single Service (Long) **	EA	25	$	672.00		$	16,800.00	
							
9.	Double Service (Long) **	EA	43	$	999.00		$	42,957.00	
							
9.	Shock Pad	(Contingency)	EA		$ 9,170.00		$	-	

99.	Joint Restraint	LS	1	#########		$	37,900.00	

							
				TOTAL		$	389,545.00	
By:	
							
Checked:	
							
Engineer:	

*	Shall consist of all pipe, valves, tees, fittings or any other appurtenances comprising a complete working assembly.	
** Shall consist of all corporation stops, curb stops, pipe or tubing or any other appurtenances comprising a complete water service.