Bid 45 10 Addendum #1 B83212 10add1
User Manual: B83212
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March 31, 2010
City of Portsmouth, New Hampshire
Public Works Department
Bid #45-10 Market Street Streetscape Improvements
Addendum #1
To the attention of all vendors submitting bids for Bid #45-10 Market Street Streetscape
Improvements.
A. The following paragraph replaces the original paragraph in the bid invitation:
The General Contractor will be permitted to subcontract portions of the work not to
exceed an aggregate dollar value of 20% of the total contract bid amount in complete
accordance with Section 108 of the State of New Hampshire Standard Specifications
for Road and Bridge Construction.
Vendor must understand that the aggregate dollar value of 50% for subcontracting is changed to
20% where referenced through out the bid document.
B. The original bid proposal pages 11 through 16 are to be replaced with the attached six
pages of the proposal form. Two items have been added to the bid proposal pages; items 626
and 632.9.
C. On plan sheet 9 it states that a fire hydrant needs to be relocated. This work will be
completed by the Portsmouth Water Department and not the bidder.
All else remains unchanged from original bid document.
Please acknowledge receipt of this addendum within your proposal, failure to do
so may subject a bidder to disqualification.
CONTINUE BELOW
PROPOSAL FORM (continued)
ITEM # EST.
QTY. UNITS ITEM DESCIPTION &
UNIT PRICE IN WORDS UNIT PRICE
IN FIGURES ITEM TOTAL
IN FIGURES
203.3 2850 Sy Sidewalk Excavation & Removal (F) $_______________ $_____________
______________________________________
206.19 20 Cy Exploratory Excavation $_______________ $_____________
______________________________________
206.2 9 Ea Catch Basin Structure Removal $_______________ $_____________
______________________________________
304.3 300 Cy Crushed Gravel $_______________ $_____________
______________________________________
403.11 206 Tons Machine Pave $_______________ $_____________
______________________________________
403.12 160 Tons Hand Method Bituminous Paving $_______________ $_____________
______________________________________
410.21 2300 Sy Emulsified Tack Coat $_______________ $_____________
______________________________________
417 2300 Sy Cold Planing (2.5” deep) of Market Street $________________ $_____________
______________________________________
520 75 Cy Class B Curb Backfill $________________ $_____________
______________________________________
593 100 Sy Weed Block Fabric (Under Mulch) $________________ $_____________
______________________________________
PROPOSAL FORM (continued)
ITEM # EST.
QTY. UNITS ITEM DESCIPTION &
UNIT PRICE IN WORDS UNIT PRICE
IN FIGURES ITEM TOTAL
IN FIGURES
603.83206A 14 Ea 6” CI Roof Leader Stub (24” long each) $_______________ $_____________
______________________________________
603.83206B 14 Ea Roof Leader connection including fittings $_______________ $_____________
______________________________________
603.83206D 270 Lf 6” PVC Drain Pipe $_______________ $_____________
______________________________________
603.83208B 260 Lf 8” PVC Drain Pipe $_______________ $_____________
______________________________________
603.83210 20 Lf 10” PVC Drain Pipe $_______________ $_____________
______________________________________
603.83212 435 Lf 12” PVC Drain Pipe $_______________ $_____________
______________________________________
604.0007 6 Ea Polyethylene Liner for CB $_______________ $_____________
______________________________________
604.12 6 Ea New Catch Basins (Type B) (Includes Hood) $_______________ $_____________
______________________________________
604.22 4 Ea New Drop Inlet Basins (Type B) (Includes Hood)
$_______________ $_____________
______________________________________
604.32 6 Ea Drain Manhole (4’ to 6’ Diameter)
$_______________ $_____________
______________________________________
604.32A 2 Ea Drain Manhole 3’ Diameter
$_______________ $_____________
______________________________________
PROPOSAL FORM (continued)
ITEM # EST.
QTY. UNITS ITEM DESCIPTION &
UNIT PRICE IN WORDS UNIT PRICE
IN FIGURES ITEM TOTAL
IN FIGURES
604.5A 10 Ea Reconstruct Manhole/Structure Frame and
Cover including adjusting for new grades $_______________ $_____________
______________________________________
608.24 5300 Sf 4” Concrete Sidewalk $________________ $_____________
______________________________________
608.26 330 Sf 6” Concrete Sidewalk in HC Ramp Areas $________________ $_____________
______________________________________
608.5 9060 Sf Brick Sidewalk $________________ $_____________
______________________________________
608.52 9 Ea Detectable Warning Surface Panels $________________ $_____________
Armor Tile, Color: Light Gray
______________________________________
609.01A 225 Lf New Straight Vertical Granite Curb 5” Wide $________________ $_____________
______________________________________
609.01B 175 Lf New Straight Vertical Granite Curb 7” Wide $________________ $_____________
______________________________________
609.02 A 50 Lf New Curved Vertical Granite Curb 5” Wide $________________ $_____________
______________________________________
609.02B 15 Lf New Curved Vertical Granite Curb 7” Wide $________________ $_____________
______________________________________
609.5 1750 Lf Reset Existing Curb $________________ $_____________
______________________________________
611.90001 46 Ea Reconstruct Water Gate / Service Valve
Cover including adjusting for new grades $_______________ $_____________
______________________________________
PROPOSAL FORM (continued)
ITEM # EST.
QTY. UNITS ITEM DESCIPTION &
UNIT PRICE IN WORDS UNIT PRICE
IN FIGURES ITEM TOTAL
IN FIGURES
614 3 Ea Electrical Pull Box $________________ $_____________
______________________________________
614.321 600 Lf 2” Steel Conduit $_______________ $_____________
______________________________________
614.7214 1400 Lf 2” Schedule 40 PVC Conduit $_______________ $_____________
______________________________________
614.7218 100 Lf 2” Schedule 80 PVC Conduit $_______________ $_____________
______________________________________
616 1 U Electrical Work for Project $________________ $_____________
______________________________________
618.6 600 Hr Uniformed Portsmouth Police Flaggers $50.10 $30,060.00_____
Fifty dollars and 10 cents per hour
619.1 1 U Maintenance of Traffic $_______________ $_____________
______________________________________
625 32 Ea Light Pole Bases $________________ $_____________
______________________________________
626 2 Ea Pay and Display Parking Meter Foundation $_______________ $_____________
(See Detail)
______________________________________
628 4000 Lf Saw Cut Pavement and/or Concrete as required $_______________ $_____________
______________________________________
632.0104 3600 Lf 4” Paint Striping $________________ $_____________
______________________________________
632.0112 680 Lf 12” Paint Crosswalk/Stop Bar Striping $________________ $_____________
______________________________________
PROPOSAL FORM (continued)
ITEM # EST.
QTY. UNITS ITEM DESCIPTION &
UNIT PRICE IN WORDS UNIT PRICE
IN FIGURES ITEM TOTAL
IN FIGURES
632.9 300 Sf Obliterate Pavement Marking $_______________ $_____________
______________________________________
637.2 11 Ea Reset Granite Steps to new Grade $________________ $_____________
(If necessary)
______________________________________
641 32 Cy Loam $_______________ $_____________
_______________________________________
645.153 20 Cy Bark Mulch $________________ $_____________
______________________________________
659 3 Ea London Plane Tree (3” Caliper) $________________ $_____________
______________________________________
670.21 2 Ea Granite Benches $________________ $_____________
______________________________________
692 1 U Mobilization $_______________ $_____________
______________________________________
1008.11 10 Hr Unanticipated Work - Labor $________________ $_____________
______________________________________
1008.12 1000 $ Unanticipated Work - Material $________________ $1000.00______
Actual cost plus 10%_____________________
To Bidder:
The City reserves the right, after bid opening and prior to award of the contract, to modify the amount of
the work in the event that bids exceed budgeted amounts and/or easements and agreements from one or
more impacted property owners are not received.
It is the intention of this contract that the items listed above describe completely and thoroughly the
entirety of the work as shown on the plans and as described in the specifications. All other items
required to accomplish the above items are considered to be subsidiary work, unless shown as a pay
item.
TOTAL FOR PROJECT AND BASIS OF AWARD
In Figures $ ____________
In Words $ ___________________________
The undersigned agrees that for extra work, if any, performed in accordance with the terms and
provisions of the Contract Documents, the bidder will accept compensation as stipulated therein.
Date:
_____________________________ By:
Company
Signature
_____________________________ Title:
Business Address
____________
City, State, Zip Code Telephone:
We certify that the Company is currently pre-qualified with the State of New Hampshire for
Road Construction.
By: ________________________________________ __________________
Signature & Title Date
The Bidder has received and acknowledged Addenda No. through .
All Bids are to be submitted on this form and in a sealed envelope, plainly marked on the outside
with the Bidder's name and address and the Project name as it appears at the top of the Proposal
Form.
In order to follow the City’s sustainability practices, future bid invitations/specifications may be sent electronically.
Please provide an email address as to where I could email future bid invitations/specifications of this type. Thank
you in advance for your cooperation.
Email
Address:_____________________________________________________________________
END OF ADDENDUM #1
