Project No. 12-CAN-001€¦ · Surety Company _____ State of incorporation ... 3 01562 Tree and...

Improvements to Sidewalks along Canal Street Project No. 12-CAN-001 BID FORM

00410-1 Addendum No. 1 – 15 July 2013

Document 00410

BID FORM

To: Greater East End Management District Work: Improvements to Sidewalks along Canal Street Bidder: ___________________________________________________________ an individual proprietorship, a corporation organized and existing under the laws of

___________________________________________________________

a partnership consisting of _____________________________________

__________________________________________________________,

having an address of __________________________________________

__________________________________________________________. The undersigned bidder has carefully examined the Contract Documents for the work described above and the site of the Work and will provide at its own cost and expense all the materials, supplies, machinery, equipment, tools, superintendent, labor, insurance, maintenance, and other accessories and services necessary to complete the Work upon which it bids, as provided by the Contract Documents, and binds itself on acceptance of its bid to enter into the Contract on the terms proposed by Owner for performing and completing the Work within the Contract Time, for the following prices. The Contract time for Streetscape Improvements: Contractor shall submit, in calendar days, estimated time for total completion of work: ________ days. GRAND TOTAL LUMP SUM BID: $____________________________________ $_____________________________________________________________________

______________________________________________________________________ (bid amount written)

Addendum No. 1 of 29

Improvements to Sidewalks along Canal Street Project No. 12-CAN-001 BID FORM

00410-2 Addendum No. 1 – 15 July 2013

Bidder acknowledges receipt of the following Addenda: Addendum Number Date of Addendum ___________________________ ____________________ ___________________________ ____________________ ___________________________ ____________________ _____________________________________ Name of Bidder By ___________________________________ Name ________________________________ Date _________________________________ Surety Company ________________________________________________________ State of incorporation _______________________________________________ Local agent ______________________________________________________ Agent’s telephone _________________________________________________ Insurance Carrier _______________________________________________________ State of incorporation _______________________________________________ Local agent ______________________________________________________ Agent’s telephone _________________________________________________


GEEMD - Improvements to Sidewalks along Canal StreetProject Number 12-CAN-001

BID FORM

Item no. Section no. Item description Unit Unit qty. Unit price Total price

1 01502 Mobilization, Bonds, and Permitting LS 1

2 01555Traffic Control and Regulation, Complete in Place LS 1

3 01562 Tree and Plant Protection LS 1

4 01570Inlet Protection Barriers, Complete in Place LF 280

502081/ 02087

Type "C" Manhole for 42-inch Diameter and Smaller Sewers Built Over Existing Storm Sewer, Complete in Place EA 3

6 02086

Adjust Existing Manhole Frame and Cover to New Grade, Complete in Place EA 3

7 02086

Adjust Existing Meter, Valve, or Pull Box to New Grade, Complete in Place EA 50

8 02221

Remove Concrete Sidewalk, Asphalt Sidewalk, Curb Ramps, Driveways, Steps (All Thicknesses), Drain Pipes, Trench Drains SY 4,100

9 02221

Remove and Dispose of Concrete Curb/Concrete Curb and Gutter, All Types, All Sizes LF 4,320

10 02221

Remove and Dispose of Asphaltic Concrete Pavement, Including Full-Depth Saw Cutting and Surface and Base, All Thicknesses SY 5,010

11 02221Remove and Dispose of Storm Sewer Inlet, All Types EA 14

12 02221Remove and Dispose of Storm Sewer Lead, All Sizes LF 85

13 02221Remove and Salvage Concrete Unit Pavers for Reuse SF 50

14 02221Remove and Salvage GEEMD Medallions for Reuse EA 2

15 02221Remove and Salvage Cast Stone Street Name Plates for Reuse EA 2

16 02233

Clearing and Grubbing (Remove Gravel, Grass and/or Soil to Below New Sidewalk Grade) AC 0.20

17 02260Trench Safety System for Construction of Storm Sewer LF 24

18 02336 6" Lime Stabilized Subgrade SY 2,300

19 02336 Lime TON 35

All Bidders shall provide unit prices for all items included in the work. In the event a greater or lesser amount of work is done, the following unit prices will apply. Unit prices cover the cost of work and materials complete in place, including materials, equipment, labor, installation, delivery, taxes, overhead, profit, maintenance, and guarantee required to render the same complete.

00410 - 3Addendum No. 1 - 15 July 2013 Bidder to Initial Here: ________



BID FORM


20 02631

24-inch Diameter RCP Storm Sewer Leads by Open-Cut, Complete in Place LF 12

21 02631

18-inch x 29-inch Concrete Arch Storm Sewer Leads by Open-Cut, Complete in Place LF 12

2202632/ 02633

Type "B-B" Curb Inlet, Complete in Place EA 5

2302632/ 02633

Type "B-B" Grate Inlet, Complete in Place EA 1

24 02711

Type "A" Hot Mix Asphaltic Flexible Base Course, Including Proof Rolling of Existing Subgrade, All Thicknesses, Complete in Place SY 2,100

25 027412" Type "D" Hot Mix Asphaltic Concrete Overlay, Complete in Place SY 2,200

26 027547" Thick Concrete Driveway, Complete in Place SF 15,820

27 02762Blast Cleaning of Existing 4" Pavement Markings LF 8,800

28 02762Blast Cleaning of Existing 8"/12" Pavement Markings LF 1,500

29 02762Blast Cleaning of Existing 24" Pavement Markings LF 700

30 02762Blast Cleaning of Existing Symbols and Legends Pavement Markings SF 600

31 02767Permanent Durable 4" Wide (White) Thermoplastic Pavement Markings LF 3,400

32 02767Permanent Durable 4" Wide (Yellow) Thermoplastic Pavement Markings LF 6,750

33 02767Permanent Durable 12" Wide (White) Thermoplastic Pavement Markings LF 3,270

34 02767Permanent Durable 24" Wide (White) Thermoplastic Pavement Markings LF 760

35 02767Permanent Durable Word/Symbol Thermoplastic Pavement Markings EA 8

36 02767

Permanent Durable Railroad Crossing Thermoplastic Pavement Markings EA 2

37 02771

6" Hand Poured Monolithic Concrete Curb and Gutter, All Heights, Complete in Place LF 4,830

38 027716" Dowelled-On Concrete Curb, Complete in Place LF 25

39 02775

4 1/2" Thick Concrete Sidewalk with Light Broom Finish, Complete in Place SF 32,340

40 027754 1/2" Thick Curb Ramp, Complete in Place SF 2,580




BID FORM


41 02922 Sodding SY 2,000

42 See Plans Install Bollard, Complete in Place EA 6

43 See Plans

Remove Wrought Iron Fence Within Right-of-Way and Reinstall Fence at Right-of-Way at Direction of Owner, Complete in Place LF 45

44 See PlansInstall Retaining Wall, All Heights, Complete in Place LF 32

45 See PlansInstall Concrete Stairs, Complete in Place EA 1

46 See Plans6" Thick METRO Concrete Bus Stop Pad, Complete in Place EA 3

47 See Plans

Concrete Unit Pavers on 4 1/2" Concrete Subslab, All Sizes, Colors, and Patterns, Complete in Place SF 1,480

48 See PlansFurnish and Install Truncated Dome Detectable Warning Pavers SF 600

49 See PlansInstall Owner Provided/Salvaged GEEMD Medallions EA 60

50 See PlansInstall Owner Provided/Salvaged Cast Stone Street Name Plates EA 60

51 See Plans

Remove and Re-Install Pole Mounted Traffic Sign in New Concrete Footing, Complete in Place EA 21

52 See Plans

Furnish and Install Pole Mounted Parking Sign in Concrete Footing, Complete in Place EA 2

53 See Plans

Install Owner-Provided Pedestrian Pole, Including Foundation, Complete in Place EA 18

54 See Plans

Electrical Service Entrance Pole Including Pole, Weatherhead, Conduit, Meter Socket, 12 Circuit 60A Main Circuit Breaker Paneloard, Ground Rod, and Wire Complete in Place EA 2

55 See Plans24"x36"x24" Inground Electrical Pullbox EA 19

56 See PlansHorizontal Boring for Electrical Conduit LF 650

57 See PlansTrench and Backfill for Electrical Conduits (8" wide, 24" deep) LF 1,900

58 See Plans Schedule 40 PVC Conduit 1" LF 1,900

59 See Plans Schedule 40 PVC Conduit 2" LF 275

60 See Plans Schedule 80 PVC Conduit 2" LF 375




BID FORM


61 See Plans #8 AWG Wire LF 5,800

62 See Plans #8 AWG Ground Wire LF 2,900

63 N/A Owner's Contingency Allowance LS 1 $ 25,000.00 $ 25,000.00

64 N/A Cash Allowance for Permits LS 1 $ 750.00 $ 750.00

65 02085Concrete Residential Water Meter Box EA 1

66 02751Extra High Early Strength Concrete for Driveways, Complete in Place SY 250

TOTAL BASE BID


1 02221Remove Concrete Sidewalk within Existing Directional Island SY 29

2 See Plans

60 mm 4"x8" Concrete Unit Pavers on 4 1/2" Concrete Subslab, Complete in Place SF 255

TOTAL ALTERNATE NO. 1

TOTAL BASE BID PLUS ALTERNATE NO. 1

END OF DOCUMENT

*EXTRA WORK ITEMS

ALTERNATE NO. 1: SUNBURST PATTERN IN EXISTING DIRECTIONAL ISLANDS



AEC PROJECT NO.:

G153-12

AVILES ENGINEERING CORPORATION

APPROX. SCALE:

N.T.S.

DATE:

DRAFTED BY: PLATE NO.:

PLATE A-1

SITE

VICINITY MAP

11-27-12

BpJ

GEEMD IMPROVEMENTS OF CANAL STREET SIDEWALKSHOUSTON, TEXAS


AEC PROJECT NO.:

G153-12

AVILES ENGINEERING CORPORATION

BORING LOCATION PLAN

GEEMD IMPROVEMENTS OF CANAL STREET SIDEWALKSHOUSTON, TEXAS

APPROX. SCALE:

1” = 100’

DATE:

11-27-12DRAFTED BY:

BpJPLATE NO.:

PLATE A-2

SOURCE DRAWING PROVIDED BY:

GOOGLE EARTH PRO

C-1

B-2 (5’)

C-3

B-4 (5’)

C-5 B-6 (5’)

C-7

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C-9

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B-# (X’) BORING NO. AND (DEPTH IN FEET)APPROXIMATE BORING LOCATION

PAVEMENT CORE NO. APPROXIMATE CORING LOCATION


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Pavement: 4" Asphalt + 8" Concrete

Stiff to very stiff dark gray Fat Clay (CH),with ferrous nodules, -with sand seams 1'-2'

-gray and tan, with calcareous nodules andsilt seams 4'-5'

Termination depth = 5 feet

20

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PROJECT: GEEMD Improvements of Canal Street Sidewalks BORING B-2

DATE 11/26/2012 TYPE 4" Dry Auger LOCATION See Boring Location Plan

BORING DRILLED TO 5 FEET WITHOUT DRILLING FLUIDWATER ENCOUNTERED AT N/A FEET WHILE DRILLINGWATER LEVEL AT N/A FEET AFTER N/ADRILLED BY JH Drilling CHECKED BY LOGGED BY JH

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Pavement: 4.5" Asphalt + 14" Concrete + 3"Crushed Limestone Base and Timber + 4"Concrete

Very stiff dark gray and tan Lean Clay (CL),with ferrous nodules and sand pockets

-gray and tan 4'-5'


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Pavement: 6.25" Asphalt + 7.25" Concrete

Stiff to very stiff dark gray Lean Clay (CL),with ferrous nodules-gray and tan, with clay pockets 2'-4'

-tan and light gray 4'-5'


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Pavement: 6.25" Asphalt + 5.25" Concrete

Stiff to very stiff dark gray Fat Clay (CH),with ferrous nodules-dark gray and tan, with calcareous nodules2'-4'

-tan and gray, with silt stone 4'-5'


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PROJECT NO. G153-12


Symbol Description

Strata symbols

Paving

High plasticityclay

Low plasticityclay

Misc. Symbols

Pocket Penetrometer

Unconfined Compression

Soil Samplers

Auger

Undisturbed thin wallShelby tube

KEY TO SYMBOLS

PLATE A-7Addendum No. 1 of 29

PLATE A-8


PLATE A-9Addendum No. 1 of 29

PLATE A-10


Project No. 12-CAN-001€¦ · Surety Company _____ State of incorporation ... 3 01562 Tree and...

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Transcript of Project No. 12-CAN-001€¦ · Surety Company _____ State of incorporation ... 3 01562 Tree and...