i need help in making a powerpoint presentation describing a specific street.

profilelatif alasfour
2014-01-29-cibolo-canyono_unit_6-cost-estimate.xlsx
Home>English homework help>i need help in making a powerpoint presentation describing a specific street.

Project

Project Summary Sheet - Level I Estimate Page 1 of 1
Project No. 2013-09-04 CIBOLO CANYON UNIT 6 SUBDIVISION
District 2
Project Manager TEAM 6
Capital Project Officer J. STRYBOS
Funding Information Cost Information
Fund Year Amount Category Cost
GO bonds 2013 5,637,229 Construction 3,225,042
- Design 328,781
- Real Estate -
- Environmental 23,109
Water $1,067,942
Sanitary Sewer $992,356
- Miscellaneous -
Total Funding $ 5,637,229 Total Cost $ 5,637,229
Project Description
This project consists of constructing a new drainage system in CIBOLO CANYON UNIT 6 Subdivison. The storm sewer will be designed to handle a 10-year storm event. It includes the construction of approximately 3,645 linear feet of streets with curb, gutter, sidewalks and driveways. A new sanitary sewer and water line system will also be constructed.
Project Type: Streets, drainage, Sanitary Sewer and Water lines
Project Status: Construction documents 95% complete
Consultant: Team 1

PAGE &P OF &N &D J. STRYBOS CE 4313

Data

CIBOLO CANYON UNIT 6 SUBDIVISION PROJECT DATA SHEET
PROJECT NUMBER: 2013-06-05 DISTRICT: ESTIMATE LEVEL: II
1-10 or 11 for city-wide I or II
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS: All streets in CIBOLO CANYON UNIT 6 Subdivision.
Firm Developing: TEAM 6 PROJECT TYPE: STREET AND DRAINAGE Street, Drainage, Traffic, Architecture
Person Developing: J. STRYBOS
Date Developed: 9/4/13 STREET TYPE: Local A
Local A Collector
APPROXIMATE SCHEDULE Local A with bus Secondary Arterial
For Level II estimate only. Local B Primary Arterial
Include city processing and review time
NTP Date Sep-13 ROW WIDTH DATA
Design 18 months Required ROW: 50 ft
ROW acquisition 3 months Existing ROW: 50 ft
Utility relocation 6 months Is ROW acquisition required? yes or no no
Letting Date Mar-15 If yes, fill out real estate costs on page 5 of 6
Construction 18 months
PROJECT CONCEPT - SCOPE - ESTIMATING ASSUMPTIONS UTILIZED:
This project consists of constructing a new drainage system in CIBOLO CANYON UNIT 6 Subdivion. The storm sewer will be designed to handle a 10-year storm event. It includes the construction of approximately 3,645 linear feet of streets with curb, gutter, sidewalks and driveways. A new sanitary sewer and water line system will also be constructed.
STREET DATA:
Street Length (LF) Street width (LF) Sidewalk width (LF) ATB* Thickness (IN)
Ladera Ranch 807 28 4 10.5
Las Casitas 610 28 4 10.5
Verrado 610 28 4 10.5
Asoleado 392 28 4 10.5
Cielo Grande 200 40 4 10.5
La Tapiceria 1,197 28 4 10.5
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
*Asphalt Treated Base thickness may be 5, 6, 7, 8 or 10 inches thick
HOW MANY LINES OF CURB TO BE REMOVED? E.A. 2
TOTAL SIDEWALKS & DRIVEWAYS TO BE REMOVED. S.F. 10,000
Other Unique Project Street Costs
Description 1 $0
Description 2 $0
Description 3 $0
TRAFFIC DATA:
Qty
New Traffic Signals Required - Street sections 44' or less 0
New Traffic Signals Required - Street sections over 44' 0
Traffic Signals requiring Adjustment 0
DRAINAGE DATA:
Is underground drainage required? yes Basis for Level I Estimated Cost:
Is adequate outfall existing? yes
Level I Estimate cost of drainage:
Will project change the flood plain? no
FEMA map cost $0
Required utility relocations: yes or no Sewer yes Electric yes Other none
Water yes Cable yes
Phone yes Gas yes
Note unique utility relocation problems or costs: none noted
ENVIRONMENTAL DATA: OVERALL CONSULTANT RECOMMENDATION:
To determine the number of potential environmental concerns, identify all current/former gas stations, dry cleaning facilities, industrial facilities, landfills, auto junkyards, auto repair shops, etc. adjacent to the project site. Presuming these sites impact the project site, it is recommended that three soil borings be conducted for each site to explore potential impacts to subsurface soils and/or groundwater. high critical, high, medium, low, or no
Rationale:
Appears many homes flood repeatedly due to undersized underground drainage system
For Level II, estimate remediation costs on page 3 of 6
No. of potential polluters (Level I): 0
- DESIGN ENHANCEMENTS $0 Use zero unless city has designated this project for design enhancement

PAGE &P OF &N &D J. STRYBOS CE 4313

Summary

CIBOLO CANYON UNIT 6 Subdivision PROJECT ESTIMATE SUMMARY FORM
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
PROJECT NO: 2013-06-05
DATE: 9/4/13
CONSTRUCTION COSTS
- STREET COST $1,411,686.99
- DRAINAGE COST 592,016
- TRAFFIC COST 12,511
- TREE PRESERVATION (1/2%) 10,081
- DESIGN ENHANCEMENTS -
- BARRICADES (3%) 60,789
- BOND AND INSURANCE (3%) 62,613
- MOBILIZATION & PREPARATION OF R.O.W. (11% + 4%) 313,063 Engineer Fee based on Construction Cost:
TOTAL CONSTRUCTION COST ESTIMATE $ 2,462,759 FALSE 0
FALSE 0
CONSTRUCTION CONTINGENCY (10%) 246,276 FALSE 0
MATERIAL TESTING (2%) 49,255 FALSE 0
ENGINEER FEE 255,634 FALSE 0
ENGINEER CONTINGENCY (10%) 25,563 FALSE 0
RIGHT-OF-WAY (LAND ACQUISITION) - FALSE 0
RIGHT-OF-WAY SURVEY - TRUE 213028.616353479
ENVIRONMENTAL 19,764 FALSE 0
FEMA FLOOD PLAIN STUDY - FALSE 0
PROJECT ADMIN. (7%) 214,148 FALSE 0
INFLATION FACTOR - LEVEL I (3% per year for three years) 303,532 Consultant adjust for Level II inflation factor if different
TOTAL PROJECT COST ESTIMATE $ 3,576,932

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8Aug 2002 UP JOHN STRYBOS &8&D

&8&P of &N

&8&P of &N

&8Estimate Sheet 1 of 6

Street

CIBOLO CANYON UNIT 6 Subdivision PRELIMINARY STREET RECONSTRUCTION COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
PROJECT NO: 2014-04-09 ESTIMATE LEVEL II DATE: 4/9/14
For Level II Estimate, consultant refine list of items and unit quantities as appropriate, and adjust percentage of misc street cost.
New Street Sections Sidewalk Area SY Street Length (LF) Street SF Street width (LF) Street excavation SF Sidewalk width (LF) ATB Thickness (IN) SY type B
Ladera Ranch 717.33 807.00 22,596.00 28 25,420.50 4 10.5 TRUE 2,510.67
Las Casitas 542.22 610.00 17,080.00 28 19,215.00 4 10.5 TRUE 1,897.78
Verrado 542.22 610.00 17,080.00 28 19,215.00 4 10.5 TRUE 1,897.78
Asoleado 348.44 392.00 10,976.00 28 12,348.00 4 10.5 TRUE 1,219.56
Cielo Grande 177.78 200.00 8,000.00 40 8,700.00 4 10.5 TRUE 888.89
La Tapiceria 1,064.00 1,197.00 33,516.00 28 37,705.50 4 10.5 TRUE 3,724.00
0.00 0 0 0 0 0 0 FALSE 0.00
0.00 0 0 0 0 0 0 FALSE 0.00
0.00 0 0 0 0 0 0 FALSE 0.00
0.00 0 0 0 0 0 0 FALSE 0.00
0.00 0 0 0 0 0 0 FALSE 0.00
TOTAL NEW STREET LENGTH 3,392.00 3,816.00 109,248.00 122,604.00 12,138.67
LINES OF EXISTING CURB TO BE REMOVED. E.A. 2
TOTAL SIDEWALKS & DRIVEWAYS TO BE REMOVED. S.F. 10,000
ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST EXTENSION
104.1 STREET EXCAVATION (1000 to 10000 c.y.) 9082 C.Y. TRUE 8,140 $14.92 $121,448.80
107.1 EMBANKMENT (FINAL)(DENS CONT)(TY D) 9082 C.Y. FALSE 5865 $11.17 $65,512.05
108.1 LIME TREAT. FOR SUBGRADE (more than 500 s.y.) 13623 S.Y. TRUE 26,650 $3.46 $92,209.00
200.1 FLEXIBLE BASE (9" COMPACTED DEPTH) 136 S.Y. FALSE 19,829 $8.64 $171,322.56
200.1 FLEXIBLE BASE (18" COMPACTED DEPTH) 136 S.Y. FALSE 6,822 $17.28 $117,884.16
202.1 PRIME COAT 136 GAL. TRUE 5,330 $4.18 $22,279.40
203.1 TACK COAT 1252 GAL. 1 2,665 $4.42 $11,779.30
205.2 HOT MIX ASPHALTIC PAVEMENT, TYPE B (12" COMP. DEPTH) 12139 S.Y. FALSE 233 $45.40 $10,578.20
205.4 H.M.A.C. ( 1 1/2" ) TYPE "D" (more than 5000 s.y.) 12139 S.Y. TRUE 17,830 $7.03 $125,344.90
205.4 H.M.A.C. ( 2" ) TYPE "D"(less than 10000 s.y.) 12139 S.Y. FALSE 233 $8.25 $1,922.25
205.4 H.M.A.C. ( 3 1/2" ) TYPE "D"(more than 10000 s.y.) 12139 S.Y. TRUE 6297 $15.25 $96,029.25
SUBTOTAL $836,310
500.1 CONCRETE CURBING ( > 1,000 L.F.) 7632 L.F. TRUE 12,346 $9.89 $122,101.94
502.1 CONCRETE SIDEWALKS(1,000 S.Y.< X <10,000S.Y.) 3392 S.Y. TRUE 1,364 $36.61 $49,936.04
STREET COST SUBTOTAL $1,008,348
MISCELLANEOUS (40% OF STREET COST) $403,339.14 (40% of st. work)
Unique Project Street Costs
Description 1 $0.00
Description 2 $0.00
Description 3 $0.00
STREET COST $1,411,686.99

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8Aug 2002 UP JOHN STRYBOS &8&D

&8&P of &N

&8&P of &N

&12Estimate Sheet 2 of 6

Traf-Env

CIBOLO CANYON UNIT 6 Subdivision PRELIMINARY TRAFFIC/ENVIRONMENTAL COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: TEAM 6 J. STRYBOS
Date Prepared: 09/04/13
Project Number: 2013-06-05
TRAFFIC DATA
Qty Unit Price Cost
New Traffic Signals - Street section 44' or less 0 $ 75,000.00 $0.00
New Traffic Signals - Street section over 44' 0 $ 100,000.00 $0.00
Traffic Signals requiring Adjustment 0 $ 30,000.00 $0.00
Total Traffic Costs $12,510.64
0
SIGN AND PAVEMENT MARKINGS QUANTITIES
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE COST
531.3 R1-1 STOP (30")(HIGH DENSITY) 13 EA. 219.2 $2,850
531.6 R2-1 SPEED LIMIT (24"x30")(HIGH DENSITY) 2 EA. 206.07 $412
531.56 OM-4P END OF ROAD MARKER (18"x18")(HIGH DENSITY) 13 EA. 198.88 $2,585
531.57 9 INCH [229mm] STREET NAME, BLOCK NUMBER (VARIES x9")(HIGH DENSITY) 12 EA. 158.03 $1,896
536.1 4 INCH WIDE YELLOW LINE 2,470 L.F. 1.93 $4,767
SIGN AND PAVEMENT MARKINGS PLAN COSTS $12,511
ENVIRONMENTAL DATA
To determine the number of potential environmental concerns, identify all current/former gas stations, dry cleaning facilities, industrial facilities, landfills, auto junkyards, auto repair shops, etc. adjacent to the project site. Presuming these sites impact the project site, it is recommended that three soil borings be conducted for each site to explore potential impacts to subsurface soils and/or groundwater.
No. potential polluters No. of borings Cost/Boring Cost
ESA II Boring Costs 0 0 $1,500.00 $0.00
For Level II Cost Estimates only, provide an estimate of remediation costs for those projects that have a high probability of encountering impacted media during construction (e.g., installing a storm drain system within impacted area). For cost estimating purposes, the cost to remediate a Class II Non-hazardous Waste at $25 per cubic yard, Class I Non-hazardous Waste at $50 per cubic yard, and Hazardous Waste at $100 per cubic yard. Please note that soil quantities for utilities need to be estimated and accounted for each area of concern and project.
Site Addresses Requiring Remediation Probable type contamination Cost
$0
$0
$0
$0
$0
Total Cost Remediation $0
STORM WATER POLLUTION PREVENTION PLAN
ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE COST
540.6 CONSTRUCTION EXITS (INSTALL/REMOVE) 45 S.Y. 21.18 $953
540.7 CONSTRUCTION PERIMETER FENCE 1,718 L.F. 2.49 $4,278
540.8 SANDBAGS FOR EROSION CONTROL FENCE (6") 110 L.F. 7.55 $831
540.1 CURB INLET GRAVEL FILTERS 111 L.F. 10.74 $1,192
TOTAL STORM WATER POLLUTION PREVENTION PLAN COSTS $7,254
Total Environmental Costs $7,253.56

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8Aug 2002 UP JOHN STRYBOS &8&D

&8&P of &N

&8&P of &N

&8Estimate Sheet 3 of 6

Breakdown

CIBOLO CANYON UNIT 6 Subdivision PROJECT COST BREAKDOWN SHEET
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS: All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: TEAM 6 J. STRYBOS
Date Prepared: 09/04/13
Project Number: 2013-06-05
This sheet pro-rates inflation, material testing and administrative fees among tasks.
Unprorated costs Testing Subtotal Admin Subtotal Inflation Total
Design Costs
- Consultant Fee 298,892 255,634 255,634 17,894 273,529 25,363 298,892
- Consultant Contingency 29,889 25,563 25,563 1,789 27,353 2,536 29,889
Total Design Costs 328,781 281,198
Environmental Costs 23,109 19,764 19,764 1,383 21,148 1,961 23,109
Real Estate Costs
- Acquisition of Property - 0 0 0 0 0 0
- Real Estate Surveying Costs - 0 0 0 0 0 0
Total Real Estate Costs - 0
Miscellaneous Costs (FEMA) - 0 0 0 0 0 0
Construction Costs
- Street Cost 2,002,896 1,682,433 30,590 1,713,022 119,912 1,832,934 169,962 2,002,896
- Drainage Cost 946,961 795,447 14,463 809,910 56,694 866,604 80,358 946,961
- Sidewalks Cost (Curb, Sidewalks, Driveways) 275,184 231,154 4,203 235,357 16,475 251,832 23,352 275,184
- Design Enhancement Cost - 0 0 0 0 0 0 0
Total Construction Costs 3,225,042 2,709,034 49,255 303,532 3,576,932
testing 49,255 0 0
admin 214,148 214,148 0
inflation 303,532 303,532 303,532
Total Project Cost 3,576,932 3,576,932 3,576,932 214,148 3,576,932

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8Aug 2002 UP John Strybos &8&D

&8&P of &N

&8&P of &N

&8Estimate Sheet 6 of 6

Drain

CIBOLO CANYON UNIT 6 SUBDIVISION PRELIMINARY DRAINAGE COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: Group 13 A.Alasfour
Date Prepared: 04/09/14
Project Number: 2013-06-05
For Level II Estimates submit a map showing the drainage areas, proposed flow routes, outfall systems and underground drainage systems, if any. Submit calculations justifying proposed drainage. Consider minimum street slope of 0.5% or 0.4% with curb and gutter when determining whether underground drainage is required.
Is underground drainage required (yes or no)? yes
Will project change the flood plain (yes or no)? no FEMA Map Cost: $0
COST
Level I Estimate:
Level II Estimate
ITEM # Description Quantity Unit Unit Price Cost
105.1 CHANNEL EXCAVATION (150 C.Y.< X < 5,000 C.Y.) 277 C.Y. $16.90 $4,681
105.1 CHANNEL EXCAVATION(5,000 C.Y.< X < 70,000 C.Y.) 14,906 C.Y. $15.26 $227,466
302.1 METAL FOR STRUCTURES ( > 500 LBS.) 1,419 LBS. $5.40 $7,663
307.1 CONCRETE STRUCTURE (HEADWALLS OR OUTFALL STRUCTURES) 1 C.Y. $902.42 $902
403.1 JUNCTION BOX 4'X4'X4' 1 EA. $3,461.07 $3,461
403.2 JUNCTION BOX 5'X5'X5' 3 EA. $4,233.29 $12,700
403.2 EXTRA DEPTH JUNCTION BOXES 5'X5' >5' 6 V.F. $846.55 $4,944
403.3 JUNCTION BOX 6'X6'X6' 3 EA. $5,573.59 $16,721
403.3 EXTRA DEPTH JUNCTION BOXES 6'X6' >5' 11 EA. $1,114.72 $11,872
403.7 INLET TYPE I (COMPLETE)(10FT) 5 EA. $5,850.98 $29,255
403.9 INLET EXTENSIONS (10 FT) 4 EA. $5,850.98 $23,404
403.10 INLET (COMPLETE)(5 FT)(TXDOT) 1 EA. $3,748.37 $3,748
403.10 EXTRA DEPTH CURB INLET 15 FOOT >5' 2 V.F. $1,365.63 $2,731
403.10 EXTRA DEPTH CURB INLET 20 FOOT >5' 2 V.F. $1,786.15 $4,072
403.11 INLET (EXTENSION)(5 FT)(TXDOT) 2 EA. $2,783.11 $5,566
403.12 SPECIAL INLET (4-WAY) 1 EA. $4,155.87 $4,156
404.1 CORRUGATED METAL PIPE (24" DIA) (0'-6') 392 L.F. $46.50 $18,228
404.1 CORRUGATED METAL PIPE (24" DIA) (6'-10') 46 L.F. $69.75 $3,209
404.1 CORRUGATED METAL PIPE (30" DIA) (6'-10') 34 L.F. $69.50 $2,363
404.1 CORRUGATED METAL PIPE (36" DIA) (0'-6') 35 L.F. $88.00 $3,080
404.1 CORRUGATED METAL PIPE (36" DIA) (6'-10') 495 L.F. $98.25 $48,634
404.1 CORRUGATED METAL PIPE (42" DIA) (6'-10') 463 L.F. $108.50 $50,236
404.1 CORRUGATED METAL PIPE (48" DIA) (6'-10') 62 EA. $125.00 $7,750
409.0 CAST IRON CASTINGS 3,380 LBS. $1.55 $5,239
409.1 GRATE INLET 1 EA. $1,519.00 $1,519
409.2 GRATE INLET FRAME 1 EA. $3,038.00 $3,038
505.1 CONCRETE RIPRAP (6" THICK) (< 4000 S.Y.) 347 S.Y. $83.73 $29,054
550.1 TRENCH EXCAVATION SAFETY PROTECTION 1,298 L.F. $1.93 $2,505
Contingency 1 L.S. 10% $53,820
Subtotal $592,016
Total Drainage: $592,016

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8Aug 2002 UP &8&D

&8&P of &N

&8&P of &N

&8Estimate Sheet 4 of 6

ROW

CIBOLO CANYON UNIT 6 Subdivision PRELIMINARY REAL ESTATE COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: TEAM 6 J. STRYBOS
Date Prepared: 09/04/13 Project Number: 2013-06-05
Acquisition Cost guidelines for Level I: $2/SF easements
$4/SF residential whole takes
$8/SF commercial whole takes
contact Bexar appraisal district for significant impact takes
note takes of extraordinary economic impact in project concept description
Corner Clips - Minimum Impact Qty Acquisition Cost (EA) Admin Cost (EA) Cost
Number of minimum impact Residential (0-200 SF) 0 $1,000 $1,600 $0
Address of minimum impact Commercial No. of SF required Bexar Appraisal Cost/SF Acquisition Cost Admin Cost Cost
none 0 $8.00 $0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
Subtotal for Corner Clips minimum impact $0
Corner clips - Significant Impact
Address of Each and impact Acquisition Cost (EA) Admin Cost (EA) Cost
none $0 $0 $0
$0 $0 $0
$0 $0 $0
$0 $0 $0
$0 $0 $0
Subtotal for Corner Clips significant impact $0
Address of Property Takings - Minimum Impact (Residential/Commercial) No. of SF required Bexar Appraisal Cost/SF Acquisition Cost Admin Cost Cost
0 $1.00 $0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
$0 $2,650 $0
Subtotal for Property Takings minimum impact $0
Property Takings - Significant Impact Total SF Acquisition Cost (SF) Admin Cost (EA) Cost
0 $0 $0 $0
$0
$0
$0
$0
$0
$0
$0
$0
Subtotal Property Takings Significant Impact $0
Total Real Estate Acquisition Cost $0
Real Estate Survey Cost Qty Cost (EA) Total Cost
Number of Plats and Field Notes Required 0 $1,000 $0

&8Aug 2002 Unit Prices JOHN STRYBOS &8&D

Estimate Sheet 5 of 6

SANSEWER

CIBOLO CANYON UNIT 6 SUBDIVISION PRELIMINARY SANITARY SEWER COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: TEAM 6 J. STRYBOS
Date Prepared: 09/04/13
Project Number: 2013-06-05
ITEM # Description Quantity Unit Unit Price Cost
550 Trench Excavation Safety Protection 5,857 L.F. $2.50 $14,643
848 8” PVC Sanitary Sewer Line. (0’-6’) 2,000 L.F. $72.00 $144,000
848 8” PVC Sanitary Sewer Line. (6’-10’) 3,857 L.F. $75.00 $289,275
852 Sanitary Sewer Manhole (0' - 6') 26 EA. $4,895.00 $127,270
852 Extra Depth Manholes (> 6') 12 V.F. $321.00 $3,891
854 Sanitary Sewer Laterals 3,249 L.F. $67.00 $217,683
854 One-Way Sanitary Sewer Clean-out 129 EA. $530.00 $68,370
858 Concrete Encasement, Cradles, Saddles and Collars 120 C.Y. $162.00 $19,440
866 Sewer Main Television Inspection (8" - 15") 5,857 L.F. $3.00 $17,571
Contingency 1 L.S. 10% $90,214.20
Subtotal $992,356
Total Sanitary Sewer $992,356

&8Aug 2002 UP &8&D

&8Estimate Sheet 4 of 6

WATER

CIBOLO CANYON UNIT 6 SUBDIVISION PRELIMINARY WATER COST ESTIMATE
PROJECT NAME: CIBOLO CANYON UNIT 6 SUBDIVISION
PROJECT LIMITS : All streets in CIBOLO CANYON UNIT 6 Subdivision.
Developed By: TEAM 6 J. STRYBOS
Date Prepared: 09/04/13
Project Number: 2013-06-05
This waterline systems consist of 8 - inch and 12 - inch diameter waterlines to serve 129 single family residential home lots.
COST
Level I Estimate:
Level II Estimate
ITEM # Description Quantity Unit Unit Price Cost
550 Trench Excavation Safety Protection 7,309 L.F. $2.50 $18,273
814 8" Ductile Iron Pipe 5,153 L.F. $79.00 $407,087
814 12" Ductile Iron Pipe 2,156 L.F. $93.00 $200,508
822 Short Yard Piping 210 L.F. $18.00 $3,780
824 New 3/4" Short Service 74 EA. $1,053.00 $77,922
824 New 3/4" Long Service 55 EA. $1,000.00 $55,000
828 8" Gate Valves 16 EA. $1,600.00 $25,600
828 12" Gate Valves 5 EA. $2,723.00 $13,615
832 12" X 8" Tapping Sleeves & Valves 2 EA. $4,000.00 $8,000
833 Meter Box (non-standard meter box, such as Type 1 or Type 2) 129 EA. $241.00 $31,089
834 Fire Hydrant 12 EA. $4,315.00 $51,780
836 Pipe Fittings, all sizes and types 1 TON $4,785.00 $5,264
841 Hydrostatic Testing 1 EA. $1,523.00 $1,523
844 2" Blowoff, Permanent 6 EA. $1,767.00 $10,602
844 2" Blowoff, Temporary 2 EA. $1,364.00 $2,728
856 12" Carrier Pipe for Jacking, Boring, Tunneling 130 L.F. $57.00 $7,410
856 16" Carrier Pipe for Jacking, Boring, Tunneling 304 L.F. $74.00 $22,496
856 20" Carrier Pipe for Jacking, Boring, Tunneling 120 L.F. $154.00 $18,480
856 24" Carrier Pipe for Jacking, Boring, Tunneling 100 L.F. $97.00 $9,700
Contingency 1 L.S. 10% $97,086
Subtotal $1,067,942
Total WATER LINE: $1,067,942

&8Aug 2002 UP &8&D

&8Estimate Sheet 4 of 6

DRAINCALCS

WIDTH (FT) DEPTH (FT) LENGTH (FT) V UNITS COMMENTS
15 1.5 246 205 (CY) HILLCREST SUBDIVISION LINE A - CHANNEL EXCAVATION
11 1.75 125 89 (CY) CIBOLO CANYON UNIT 6 DRAIN A - CHANNEL EXCAVATION
13.5 0.5 125 31 (CY) CIBOLO CANYON UNIT 6 DRAIN A - STRUCTURAL CONCRETE
0.668 15.5 85 880 (LBS) CIBOLO CANYON UNIT 6 DRAIN A - METAL FOR STRUCTURES
0.668 125 13 1,086 (LBS) CIBOLO CANYON UNIT 6 DRAIN A - METAL FOR STRUCTURES
0.668 10 13 87 (LBS) CIBOLO CANYON UNIT 6 DRAIN A - METAL FOR STRUCTURES
0.668 16 7 75 (LBS) CIBOLO CANYON UNIT 6 DRAIN A - METAL FOR STRUCTURES
0.668 33 18 397 (LBS) CIBOLO CANYON UNIT 2 DRAIN D - METAL FOR STRUCTURES
0.668 17 34 386 (LBS) CIBOLO CANYON UNIT 2 DRAIN D - METAL FOR STRUCTURES
REINFORCING STEEL BAR DATA
DESIGNATION WT (LB/FT) DIAMETER (INCHES) AREA (SQUARE INCHES)
3 0.376 0.375 0.110
4 0.668 0.500 0.200
5 1.043 0.625 0.310
6 1.502 0.750 0.440
7 2.044 0.875 0.600
8 2.670 1.000 0.790
9 3.400 1.128 1.000
10 4.303 1.270 1.270
11 5.313 1.410 1.560
14 7.650 1.693 2.250
18 13.600 2.257 4.000

UNIT PRICES

MISSING PRICES OR PRICES THAT YOU CANNOT FIND
MISSING ITEM ITEM TO USE
4-8'X4' MBC QTY = 55.75 LF 309.1 PRECAST REINFORCED CONCRETE CULVERT (8' x 4') USE QUANTITY = 4 *56 = 224 LF UNIT PRICE IS $327.01//LF
4-7'X4' MBC QTY = 64.37 LF 309.1 PRECAST REINFORCED CONCRETE CULVERT (7' x 4') USE QUANTITY = 4 *64 = 264 LF UNIT PRICE IS $327.01/LF
30" CMP QTY = 1040.18 LF 404.1 CORRUGATED METAL PIPE (30" DIA) 1041 LF UNIT PRICE IS $69.50/LF
30" UFCMP QTY = 576.53 LF 404.1 CORRUGATED METAL PIPE (30" DIA) 577 LF UNIT PRICE IS $69.50//LF
24" UFCMP QTY = 224.49 LF 404.1 CORRUGATED METAL PIPE (24" DIA) 1041 LF UNIT PRICE IS $46.50/LF
107.1 HAUL OFF EXCESS MATERIAL 3,254.830 CY 105.1CHANNEL EXCAVATION ( > 70,000 C.Y.) 3,255 CY UNIT PRICE IS $7.01/CY
200.2 FLEX BASE (9" THICK) 19,828.29 SY 200.1 FLEXIBLE BASE (8" COMPACTED DEPTH) 19,829 SY UNIT PRICE IS $9.44/SY
201.2 FLEX BASE (18" THICK) 6,821.87 SY 200.1 FLEXIBLE BASE (16" COMPACTED DEPTH) 6,822 SY UNIT PRICE IS $17.74/SY
36" CMP OR UFCMP 404.1 CORRUGATED METAL PIPE (36" DIA) UNIT PRICE IS $88.00/LF
48" CMP OR UFCMP 404.1 CORRUGATED METAL PIPE (48" DIA) UNIT PRICE IS $125.00/LF
54" CMP OR UFCMP 404.1 CORRUGATED METAL PIPE (54" DIA) UNIT PRICE IS $168.00/LF
42" CMP OR UFCMP 404.1 CORRUGATED METAL PIPE (42" DIA) UNIT PRICE IS $108.50/LF
301.0 REINFORCING STEEL 302.1 302.1 METAL FOR STRUCTURES ( > 500 LBS.) UNIT PRICE IS $5.40/LB
49" X 39" CMP ARCH 404.2 CORRUGATED METAL PIPE (ARCHED)(DESIGN "49"X39") UNIT PRICE IS $179.00/LF
20"- 8" X 6"-3" CMP ARCH 404.2 CORRUGATED METAL PIPE (ARCHED)(DESIGN "21"X15") UNIT PRICE IS $61.50/LF
8"X8" TEE CUT IN 831 8" X 8" TEE CUT IN UNIT PRICE IS $2,559.00 EACH
16"X12" TAPPING SLEEVE 832 16"X12" TAPPING SLEEVE UNIT PRICE IS $5,735.00 EACH
205.3 1.5" HMAC TYPE D 17,829.450 SY 205.4 HOT MIX ASPHALTIC PAVEMENT, TYPE D (1.5" COMP. DEPTH) ( > 5000 S.Y.) UNIT PRICE IS $7.03/SY
205.3 3.5" HMAC TYPE D 6,296.460 SY 205.4 HOT MIX ASPHALTIC PAVEMENT, TYPE D (3" COMP. DEPTH) UNIT PRICE IS $11.75/SY
206.0 ASPHALT TREATED BASE (12" THICK) 232.500 SY 205.2 HOT MIX ASPHALTIC PAVEMENT, TYPE B (12" COMP. DEPTH) UNIT PRICE IS $45.40/SY
900.0 HEADER CURB 500.1 CONCRETE CURBING ( < 1,000 L.F.) UNIT PRICE IS $12.09/LF
900.0 TRAFFIC CALMING DEVICE (SPEED HUMP) 900.0 TRAFFIC CALMING DEVICE (SPEED HUMP) UNIT PRICE IS $822/EA
409.0 CAST IRON CASTINGS 409.0 CAST IRON CASTINGS UNIT PRICE IS $1.55/LB
105.1 CHANNEL EXCAVATION DETENTION POND 105.1 CHANNEL EXCAVATION(5,000 C.Y.< X < 70,000 C.Y.) UNIT PRICE IS $15.26/CY
3'X3' 4 Way Inlet 403.12 SPECIAL INLET (4-WAY) UNIT PRICE IS $7,722.25/EA
4'X4' 4 Way Inlet 309.1 PRECAST REINFORCED CONCRETE CULVERT (7' x 4') USE QUANTITY = 4 *64 = 264 LF UNIT PRICE IS $327.01/LF
300.1 CURB INLET 5' 403.10 INLET (COMPLETE)(5 FT)(TXDOT) UNIT PRICE IS $3,748.37
300.1 CURB INLET 10' 403.7 INLET TYPE I (COMPLETE)(10FT) UNIT PRICE IS $5,850.98/EA
300.1 CURB INLET 15' 403.10 INLET (COMPLETE)(5 FT)(TXDOT) UNIT PRICE IS $3,748.37 + 403.9 INLET EXTENSIONS (10 FT) UNIT PRICE IS $3,079.79/EA
300.1 CURB INLET 20' 403.7 INLET TYPE I (COMPLETE)(10FT) UNIT PRICE IS $5,850.98/EA + 403.9 INLET EXTENSIONS (10 FT) UNIT PRICE IS $3,079.79/EA
300.1 CURB INLET 30' 403.7 INLET TYPE I (COMPLETE)(10FT) UNIT PRICE IS $5,850.98/EA + TWO OF 403.9 INLET EXTENSIONS (10 FT) UNIT PRICE IS $3,079.79/EA
101 PREPARING RIGHT-OF- WAY (STREETS) 101.1 PREPARING RIGHT OF WAY UNIT PRICE IS 4% OF CONSTRUCTION COST - DO NOT USE THIS ITEM AT THIS TIME.
107 STREET EMBANKMENT 107.2 EMBANKMENT (ORIGINAL)(DENS CONT)(TY A) $8.46/CY
205.3 2" HMAC TYPE D 205.4 HOT MIX ASPHALTIC PAVEMENT, TYPE D (2" COMP. DEPTH) ( > 5000 S.Y.) $8.22/SY
202 PRIME COAT ( 0.2 GAL / S.Y.) 202.1 PRIME COAT UNIT PRICE IS $4.18/GAL
203 TACK COAT (0.1 GAL/SY) 203.1 TACK COAT UNIT PRICE IS $4.42/GAL
501 7" CONCRETE CURB 500.1 CONCRETE CURBING ( < 1,000 L.F.) UNIT PRICE IS $12.09/LF
502 4' CONCRETE SIDEWALKS (Site contractor) 502.1 CONCRETE SIDEWALKS (150 S.Y. < X < 1,000 S.Y.) UNIT PRICE IS $40.59/SY
502.1 6' CONCRETE SIDEWALKS (Site contractor) 502.1 CONCRETE SIDEWALKS (150 S.Y. < X < 1,000 S.Y.) UNIT PRICE IS $40.59/SY
300.1 Junction Box (3' x3') 403.1 JUNCTION BOX 3'X3'X3' UNIT PRICE IS $2,786.80/EA
300.1 Junction Box (4' x4') 403.1 JUNCTION BOX 4'X4'X4' UNIT PRICE IS $3,461.07/EA
300.1 Junction Box (5' x5') 403.2 JUNCTION BOX 5'X5'X5' UNIT PRICE IS $4,233.29/EA
300.1 Junction Box (6' x6') 403.3 JUNCTION BOX 6'X6'X6' UNIT PRICE IS $5,573.59/EA
300.1 Junction Box (4' x8') 403.1 JUNCTION BOX 4'X8'X8' UNIT PRICE IS $6,922.14/EA
300.1 EXTRA DEPTH JUNCTION BOXES 5'X5' 403.2 EXTRA DEPTH JUNCTION BOXES 5'X5' UNIT PRICE IS $846.55/VF
300.1 EXTRA DEPTH JUNCTION BOXES 6'X6' 403.3 EXTRA DEPTH JUNCTION BOXES 6'X6' UNIT PRICE IS $1,114.72/VF
300.1 EXTRA DEPTH CURB INLET 15 FOOT 403.10 EXTRA DEPTH CURB INLET 15 FOOT UNIT PRICE IS $1,365.63/VF
300.1 EXTRA DEPTH CURB INLET 20 FOOT 403.10 EXTRA DEPTH CURB INLET 20+B39 FOOT UNIT PRICE IS $1,786.15/VF
Grate Inlet 403.12 SPECIAL INLET (4-WAY) UNIT PRICE IS $7,722.25/EA +409.1 Grate Unit Price is $1,519/EA+ 409.2 Frame Unit Price is $$3038/EA.
3X3 SINGLE BOX CULVERT 309.1 PRECAST REINFORCED CONCRETE CULVERT (3' x 3') UNIT PRICE IS $153.75/LF
5X3 SINGLE BOX CULVERT 309.1 PRECAST REINFORCED CONCRETE CULVERT (5' x 3') UNIT PRICE IS $207.50/LF
4X3 SINGLE BOX CULVERT 309.1 PRECAST REINFORCED CONCRETE CULVERT (4' x 3') UNIT PRICE IS $200.50/LF
6X3 SINGLE BOX CULVERT 309.1 PRECAST REINFORCED CONCRETE CULVERT (6' x 3') UNIT PRICE IS $293.75/LF
7X3 SINGLE BOX CULVERT 309.1 PRECAST REINFORCED CONCRETE CULVERT (7' x 3') UNIT PRICE IS $327.01/LF
836 FITTINGS FOR EVERY 3.5 LINEAR FEET OF WATER LINE PIPE USE 1 POUND OF FITTINGS

STREETNAMES

SUBDIVISION STREET NAMES AND LENGTHS
NOTTING HILL SUBDIVISION Length (feet) WATER
Cambridge Park 399 SANITARY SEWER
Thackes Park 185 DRAINAGE OR STORM SEWER
Holland Park 1,200
Rebecca Park 300
Goose Park 300
Elizabeth Park 1,200
Elgin Park 760
Horse Park 126
Scott Park 119
Grand Western 1,200
Weichold Road 1,000
Cibolo Canyon Unit 6 WATER
Ladera Ranch 807 SANITARY SEWER
Las Casitas 610 DRAINAGE OR STORM SEWER
Verrado 610
Asoleado 392
Cielo Grande 200
La Tapiceria 1,197
Cibolo Canyon Unit 2 WATER
TPC East = Cibolo Canyon Blvd. 9,809 DRAINAGE OR STORM SEWER
TPC West = Cibolo Canyon Blvd. 9,968 NO SANITARY SEWER
Alamo Ranch
Alamo Ranch West Bound 3,577 WATER NO SANITARY SEWER
Alamo Ranch East Bound 3,462 DRAINAGE OR STORM SEWER
Stonewall Estates Unit 2
Stonewall Hill 1,800 WATER
Setina Hill 300 SANITARY SEWER
Rugosa Hill 700 DRAINAGE OR STORM SEWER
Wine Cup Hill 1,800
Hermosa Hill 1,900
Stonewall Estates Unit 1 WATER
Heurmann Road 1,400 SANITARY SEWER
Dortmund Hill 3,800 DRAINAGE OR STORM SEWER
Burbank Hill 400
Chaucer Hill 1,000
Givenchy Hill 400
Eden Rose 400
Miranda Hill 100
Hansa Hill 300
Granada Hill 900
Parkside Village WATER
Alon Loop 935 SANITARY SEWER
Amsterdam 986 DRAINAGE OR STORM SEWER
Zurich 1,259
Stockholm 248
Dusseldorf 876
Budapest 482
Prague 277
Tokyo 364
Hillcrest WATER
Rustic Cedar 60 SANITARY SEWER
Western Cactus 200 DRAINAGE OR STORM SEWER
Dewlap 120
Soogan 140
Bisley 1,650
Livewater 125
Burning Lamp 700
Rustic Spoke 650
Total = 3,645

Sheet1