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USA | CA | RIVERSIDE COUNTY | PERRIS | 92570 :City of Perris

The Morgan Park 2. 1 Improvements include site demolition, clearing and grubbing, earthwork and grading, sitedrainage, extending an existing 26' wide park access road, with a round- a- bout, solar access road lights and apedestrian crosswalk with crosswalk warning lights. Installation of electrical vehicle charging station unit. Asphaltand concrete paving, concrete form work, concrete reinforcement, cast - in- place concrete, caulking and moistureprotection. Expanding an existing parking lot with solar ligh

(. . . ) Modular building and Metal storage building will be provided by the city, contractorto install site electrical, water and sewer connections to buildings.
Lot 1: Maintenance Buidling Improvements - Mobilization - Demolition - Remove Existing Vegetation to a 2" Depth - Demolition - Rip Area to a 12" Depth - Demolition - Saw Cut Existing Concrete or Asphalt - Demolition - Remove Existing Concrete Curb, Gutter and Concrete Walk - Demolition - Remove Existing Asphalt and Base - Demolition - Remove Existing Tree and Root Ball - Demolition - Remove Existing Catch Basins and Drain Lines Noted on Demolition Plan - Demolition - Remove Existing Irrigation, Identify and Cap Systems to be Reused - Demolition - Remove Existing DG Path and Concrete Mow Curbs - Demolition - Remove Existing Chain Link Fence and Footings - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Sit Grading - Over Excavate and Compact for Preferred Modular Building Footing - Site Drainage - SDR- 35 Bell End Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - 24" x7" Reinforced Concrete Swale - Site Improvements - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvements - Type A1- 150( 6") Concrete Curb - Site Improvements - 3" Thick Asphalt Over 4" Compacted Aggregate Base - Site Improvements - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvements - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvements - APWA 6&# 039; Tall 8" x8" x16" CMU Masonry Perimeter Wall - Site Improvements - 6" Reinforced Concrete Retaining Curb - Site Improvements - 6&# 039; Chain Link Fence in12" x6" Reinforced Concrete Mow Curb - Site Improvements - 12&# 039; Wide Galvanized Chain Link Maintenance Gate - Site Improvements - Automated Electric Vehicle Access Gate with Control and Communication Equipment - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Prefabricated Building - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Future Building - Site Improvements - New 1" Copper Water Line and Backflow from Existing Utility to Prefabric

USA | PA | ALLEGHENY COUNTY | PITTSBURGH | 15205 :KLH ENGINEERS INC - PA

Greenville Borough - Main Street Storm Sewer Outfall **** NAME: Main Street Storm Sewer Outfall ProjectENGINEERS ESTIMATE: 50, 000.

USA | PA | ALLEGHENY COUNTY | PITTSBURGH | 15205 :KLH ENGINEERS INC - PA

Greenville Borough - North 3rd Street Storm Sewer Project

: **** NAME: North 3rd Street Storm Sewer ProjectENGINEERS ESTIMATE: 810, 000.

USA | AL | MOBILE COUNTY | MOBILE:CITY OF MOBILE - AL

Hillsdale Community Center - Mechanical Improvements ( Re- Bid)

(. . . ) and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, windstorm, falsework, testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement (. . . )
Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and waterservice piping underground electrical services, and other utilities.
Do not wash waste materials down sewers or into waterways.

USA | MO | LAWRENCE COUNTY | AURORA | 65605 :City of Cassville - MO

2024 Woody Storm Debris Reduction Bid Addendum 1

STORM DEBRIS REDUCTIONBID ADDENDUM 1OCTOBER 12th, 2024This addendum is made a part of the IFB documents to the same extent as (. . . )
6 Area Cu Ft Cu Yd 41, 292 478, 986 17, 740This concludes Bid Addendum 1 for the CS Bank Sewer ExtensionIFB.

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