Belmont Commons Addendum No. 2 - · PDF fileA. Paragraph 303.C: Delete the words “or flash cove” from the first sentence with no substitution. DRAWINGS ... See SKC-1 for grade

Belmont Commons New Accessible Housing for the ARC of Blackstone Valley Pawtucket, Rhode Island Job No. 10130

00900 Addendum No.2 Page 1 of 6

DOCUMENT 00900

ADDENDUM NO. 2

December 29, 2010 PROJECT: New Accessible Housing 115 Manton Street Pawtucket, Rhode Island 02861 • This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated

November 22, 2010 as noted below. • Please advise all sub-contractors. • Acknowledge receipt of this Addendum in the space provided on the Bid Form. • When returning Drawings and Project manual upon completion of bidding, please include this Addendum. PROJECT MANUAL General: ITEM NO. 1 – GENERAL CLARIFICATION REGARDING AWARD OF CONTRACT

A. The contract will be awarded to the lowest qualified bidder as determined by the Owner. ITEM NO. 2 – REINFORCED MASONRY SPECIFICATION CLARIFICATION

A. The specifications necessary for the reinforced masonry are included on the structural drawings. ITEM NO. 3 – DOCUMENT 00100

A. Paragraph 6 – Bid Opening: Delete the paragraph in its entirety and substitute with the following: Bids will be opened privately by the Owner and the results tabulated and available to Bidders thereafter.

ITEM NO. 4 – DOCUMENT 00100S – Supplementary Instructions for H.U.D.

A. Under 1.01 / A: “HUD 5389-A” to read “HUD 5369-A” as attached and noted elsewhere. ITEM NO. 5 – DOCUMENT 00410 – BID FORM

A. Delete the Bid Form in its entirety and substitute with the new Revised Document dated 12/29/2010 attached to this Addendum.



ARCHITECTURAL ITEM NO. 1 – SECTION 09656 – LINOLEUM FLOOR COVERING

A. Paragraph 303.C: Delete the words “or flash cove” from the first sentence with no substitution. DRAWINGS General: ITEM NO. 1 – SK DRAWINGS

A. Include all SK drawings attached to this Addendum as an integral part of these Bidding Documents. Note all are on 8 ½ x 11 except SKL-1, SKM-1, SKM-2 and SKE-8. SKC-1 SKC-2 SKL-1 SKS-1 SKS-2 SKS-3 SKS-4 SKFP-1 SKFP-2 SKFP-3 SKFP-4 SKP-1 SKP-2 SKP-3 SKP-4 SKM-1 SKM-2 SKE-1 SKE-2 SKE-3 SKE-4 SKE-5 SKE-6 SKE-7 SKE-8

ARCHITECTURAL ITEM NO. 1 – DRAWING A1.1.

A. Note: Corridor 111 is located outside mail area outside the sprinkler room 111a. B. The push button for the automatic door opener on the Lobby side to be relocated to the opposite

side as shown on E2.1.



ITEM NO. 2 – DRAWING A1.2.

A. Under General Wall Notes add the following note: 7. PT sill plates at all walls in contact with concrete.


A. Note: Wall type W6a-1 located between apartments is to be continuous and include the walls between the kitchens.

B. At detail 3 note at curb to be Masonry in lieu of Painted 4” Steel Angle. C. The wall on the corridor side of the elevator shown noted as “M8a – 2 at detail 5 is to include

GWB on furring. Disregard the modifier “a”. Typical at both floors.


A. At elevation 2 (West Elevation) add to Guard Rail note “Guard Rail – See detail 5/A5.1”

ITEM NO. 5 – DRAWING A3.1 and A3.2.

A. Add the following notes: 1. Provide and install a copper termite shield and sill sealer between the concrete foundation

and wood sill plate continuous around the entire perimeter of the exterior foundation wall. a. The sill sealer is to be 5 ½” x ¼” thick Styrofoam Sill Seal foam gasket

manufactured by Dow (or equal). b. The termite shield is to be a 16 oz. thick copper sheet continuous. Lap all seams

6” and exterior edge of the sheet is to extend 1” beyond face of siding. 2. The soil around the entire perimeter of the building is to be treated with Termidor

termiticide manufactured by BASF or Premise by Bayer. Apply in accordance to manufacturer’s instructions by qualified applicators.

3. The bottom edge of the water tables shall be set at ¾” below the bottom edge of the wall sheathing at all points.

ITEM NO. 6 – DRAWING A6.1

A. On the Finish Schedule disregard Closet 112 and Mech 116 completely. Rooms do not exist in current plan.

B. Under Mech / Jan. Room 102 add the following note under remarks – “Add FRP panels on South and West walls”.

C. In the Finish Schedule add the word “Paint” under Walls at Stair 1. D. In the Finish Schedule at “Typical Closet” add under Remarks – Add wood shelf and rod at full

width. E. In the Finish Schedule at “Typical Linen” add under Remarks – Add (5) wire shelves at full width. F. Under the Door Schedule - Door 104 hardware set to be “1” in lieu of “17”.


A. Window Type “B” to be based on Anderson standard AX251wood clad fixed window at 2’-4 3/8” wide x 2’-7 1/2” high.

B. At Door Elevation “A” note the mid rail to be 8” in lieu of 6” as noted. C. At details 5 and 6 note that “Sealant is to be installed at perimeter of all windows where wood trim



meets the clad window on the exterior side”. D. At detail 8 note pointing to wall to read “Wood” studs in lieu of Metal.


A. At elevation 18 note the mailbox unit is on the left and the package box is on the right. See spec. B. Add the following to the Appliance Legend:

Manuf. Color Model No. Remarks Washer Kenmore White 4027 4.0 cu. ft. Capacity Front Load Dryer Kenmore White 89032 7.3 cu. ft. Capacity

Units to be located in Laundry Room 108 CIVIL ITEM NO. 1 – DRAWING C3.1

A. See SKC-1 for grade revisions.

ITEM NO. 2 – DRAWING C4.2

A. Under the typical pavement detail the binder course can be 1 ½” as noted in the specification.

ITEM NO. 3 – DRAWING C4.3

A. See SKC-2 for revision at the underground infiltration system detail.

LANDSCAPE ITEM NO. 1 – DRAWING L1.1

A. See SKL-1 for revision near outdoor seating area.

ITEM NO. 2 – DRAWING L2.2

A. Delete detail 6/L2.2. Refer to sheet C4.4 for Bollard Detail. STRUCTURAL Note: See SKS-1, SKS-2, SKS-3 and SKS-4 for miscellaneous revisions. ITEM NO. 1 – DRAWING S0.1

A. Under General Notes Section VI. “Structural Lumber” – Add the following note: 20. All wood sheathing shall be APA-Rated Exposure-1, Structural-1. Thicknesses shall be as

follows: Floor sheathing: 3/4” Sturd-I-Floor T&G plywood (glued & nailed). Roof Sheathing: 5/8” plywood sheathing at pitched areas 3/4” plywood sheathing at flat areas

Wall Sheathing: 1/2” APA-Rated sheathing



B. Under the “Typical Concrete Slab on Grade” detail the 15 mil vapor barrier should be changed to 10 mil.

ITEM NO. 2 – DRAWING S1.0

A. Note #6: Revise to read as follows: “Indicates location of Simpson Strong-Tie Type-HDU5-SDS2.5 Holdown Anchor (See 3 on S4.5)”


A. Note #8: Revise to read as follows: “Indicates location of Simpson Strong-Tie Type-HDU5-SDS2.5 Holdown Anchor (See 3 on S4.5)”

B. Remove references 3/S1.1 & 10/S2.1 from the area between rooms Manager 110 and Corridor 105 and Manager 110 and Sprinkler 111A (Ref. A1.1)

C. Sections 6 and 7 are applicable around Elevator Machine Room 115 (Ref. A1.1).


A. Remove reference 10/S2.1 from the area between rooms Manager 110 and Corridor 105 and Manager 110 and Sprinkler 111A (Ref. A1.1).


A. Insert the following note #12: “The roof truss manufacturer shall incorporate the attic hatch access into the bottom chord design of the roof trusses. Coordinate location of attic hatch door with the general contractor. See also drawing A8.1 “Reflected Ceiling Plan”


A. Delete Section 10


A. Under the “Typical Concrete Slab on Grade” detail the 15 mil vapor barrier should be changed to 10 mil.

FIRE PROTECTION ITEM NO. 1 – DRAWING FP1.1

A. See SKFP-1, 2, 3 and 4 for miscellaneous revisions.

PLUMBING ITEM NO. 1 – DRAWING P0.1

A. See SKP-1for revision on the Cleanout and Floor Drain Schedule.



ITEM NO. 2 – DRAWING P1.1

A. See SKP-3for revision in the Activities Room.


A. See SKP-2 for revision in Stair 2.


A. See SKP-4 for revision in cleanout and floor drain schedule.

MECHANICAL ITEM NO. 1 – DRAWING M1.1

A. See SKM-1 for misc. revisions.

ITEM NO. 2 – DRAWING M2.1

A. See SKM-2 for misc. revisions. ELECTRICAL ITEM NO. 1 – DRAWING ES.1

A. See SKE-8 for misc. site revisions.

ITEM NO. 2 – DRAWING E1.1

B. See SKE-1 for misc. revisions.

ITEM NO.3 – DRAWING E1.2

A. See SKE-2 for misc. revisions.


A. See SKE-3, SKE-4 and SKE-5 for misc. revisions.






00300 Proposal Form Page 1 of 5

DOCUMENT 00300

PROPOSAL FORM REVISED 12/29/10

Proposal of:_________________________________________________(hereinafter called "BIDDER") Contractor __________ Address _____ _____ __________ City State Zip Organized and existing under the laws of the State of _________________________________________________ doing business as _____________________________________________________________________________. Proposal to: Belmont Commons, Inc. (hereinafter called "OWNER"). 1. Pursuant to and in compliance with Advertisement for Bids and the Information for Bidders relating

hereto, BIDDER hereby offers to furnish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for or incidental to the entire project as required by and in strict accordance with the CONTRACT DOCUMENTS entitled "Belmont Commons", and of all Addenda issued by the OWNER and mailed to BIDDER prior to the date of opening of BID, whether received by BIDDER or not, for the sum of: __________________________________________________________$_____________,BASE BID. (Written) (Numerical) (In case of discrepancy. the amount shown in words shall govern.)

2. ALLOWANCES

The Contractor shall include the cost of the following allowances in his Bid Price. Signage: $ 3,000.00 Gazebo: $ 15,000.00 (Included only in Alternate No. 1) Security: $ 3,000.00 Entrance Awning: $ 4,000.00

Funds will be drawn from allowances only by change order. At the closeout of Contract, funds remaining in allowances will be credited to Owner by Change Order. For complete description of allowances see Section 01210.

3. ALTERNATES

Alternate bid prices shall contain all charges for overhead, profit, insurance, allowance for waste and the sum quoted shall represent the work complete and in place to the Owner. For complete description of alternates, see Section 01220 along with related technical sections and drawings. We propose to modify the above Bid Sum by the following amounts as identified by numbered Alternates



specified in Division 1 of the Specifications, and as may be selected by the Owner: Alternate No. 1, Additional Landscaping

add :___________________________________________________ ($ _____________ ) (written, and numerically) Alternate No. 2, Structural SIP panels

add :___________________________________________________ ($ _____________ ) (written, and numerically) Alternate No. 3, Emergency Generator

deduct:___________________________________________________ ($ _____________ ) (written, and numerically) 4. UNIT PRICES

The following Unit Prices, if accepted in the award of this Contract, shall be used in establishing the adjustment of Contract Price for additions to or deductions from the Work in accordance with the applicable section of the General Conditions and the Supplementary General Conditions. Unit Prices listed shall include all costs, profit and overhead and no further surcharges are to be added to any Unit Price item of Work that may be ordered done. Work omitted from the contract will be calculated at 100 percent of the additional work unit prices.

We propose the following Unit Prices for specific portions of the Work as listed.

Item Description Unit Quantity Unit Value a. Excavate and dispose off site bedrock and ledge One Cubic Yard $________________

b. Remove and dispose off site all boulders over 2 Cubic Yards

in size (Base Bid includes 2 Cubic Yards & under) One Cubic Yard $________________

c. Remove and dispose off-site unsuitable materials/soils (non-hazardous) and replace with gravel and backfill. One Cubic Yard $________________

d. Remove and dispose 3" thick bituminous concrete pavement. One Square Yard $________________

e. Furnish and install 4" deep loam and grass seed One Square Yard $________________

f. Furnish and install compacted “gravel fill” as specified in Section 02200. One Cubic Yard. $________________

g. Furnish and install Type I-1 bituminous concrete

(1.5" binder course and 1.5" finish course) over 8" compacted gravel base including all preparation work. One Square Yard $________________

Item Description Unit Quantity Unit Value



h. Furnish and install new 4" thick concrete sidewalk or

pad including excavation, 8" gravel base, formwork and reinforcing. One Square Yard $________________

i. Furnish and install 10'-0” Length of precast concrete Curb including excavation Each $________________

j. Furnish and install 2' precast Concrete radius corners (RI Standard 7.16) including excavation. Each $________________

k. Furnish and install handicap parking sign on a metal post. Each $________________

l. Furnish and install paint for striping on bituminous concrete. One Linear Foot $________________

m. Furnish and install 3'dia by 4' high, heavy duty precast

concrete drywell with stone including all preparation. Each $________________

n. Furnish and install 6" SDR-35 PVC piping in 4' deep trench including excavation, gravel and backfill. One Linear Foot $________________

5. ADDENDA

The following ADDENDA have been received. The modifications to the Bid Documents noted therein have been considered and all costs thereto are included in the Bid Sum.

Addendum No.1, Dated Addendum No.2, Dated Addendum No.3, Dated 6. TIME OF COMPLETION

BIDDER hereby agrees to commence work under this contract within 10 days after issuance of a written "NOTICE TO PROCEED" by the OWNER and to FULLY complete the project within time limit indicated in Document 00700, Paragraph 25.

7. BID BOND

Enclosed herewith is bid security as required in the Information for Bidders, which is to become the property of the OWNER in the event the contract and bond are not executed within the time limit set above, as liquidated damages for delay and additional expenses to the OWNER caused thereby. Accompanying and as part of this Proposal is a bid bond or certified check payable to the OWNER in the sum of _______________________________________________________________$______________

(Written) (Numerical)



8. BONDS & ACCOMPANYING SUBMITTALS

Performance, Labor and Material Bonds (Assurance of Completion) in an amount equal to 100% of the contract sum are required by the OWNER. They shall be executed in such forms, and with such securities that is acceptable to the OWNER, and be placed with a Company also acceptable by the OWNER. Required Performance, Labor and Material Bond covering the Contract, such will be available from the Surety Company listed below. Cost of bonds are included in the Base bid amount. BIDDER submits for approval as his surety:

(Name of Surety)

a corporation organized under laws of the State of_______________________________________ PREVIOUS PARTICIPATION: As a condition of bidding, the Bidder by submitting and signing this proposal, certifies that the attached H.U.D. Form 2530 has been fully completed and indicates all previous involvement or non-involvement with H.U.D. Multifamily Housing Projects, either as a principal of the firm or as a member of a previous company. IT IS MANDATORY THAT THIS FORM BE FILLED OUT COMPLETELY AND SUBMITTED WITH BID DOCUMENTS. FAILURE TO COMPLY MAY CONSTITUTE REJECTION OF BID DOCUMENTS.

REPRESENTATIONS, CONDITIONS AND OTHER STATEMENTS OF BIDDERS: As a condition of bidding, the Bidder by submitting and signing this proposal, certifies that the attached H.U.D. Form 5369-A has been fully completed and is attached to the BID. IT IS MANDATORY THAT THIS FORM BE FILLED OUT COMPLETELY AND SUBMITTED WITH BID DOCUMENTS. FAILURE TO COMPLY MAY CONSTITUTE REJECTION OF BID DOCUMENTS.

9. OVERHEAD & PROFIT - ADDITIONAL WORK

BIDDER agrees payment for overhead and profit on extra work (See General Conditions) combined shall not exceed the following percentage of cost basis. To the Contractor for Work performed by his own forces maximum 10 percent of the cost. To Subcontractors for Work performed his own forces maximum 10 percent of the cost. To the Contractor or Subcontractor for Work performed by his subcontractors maximum of 5 percent of the cost, not including subcontractor or sub-subcontractor's overhead and profit. Overhead and profit is to include the Contractor’s Project Manager, all administrative expenses and personnel, change estimate preparation, mobilization, setup & break-down, meetings, all safety related costs, cleanup costs and storage costs pertaining to the changes in the work. Site supervision may only be included if an extension to contract time is approved in the change proposal.

10. ADDITIONAL PROPOSAL PROVISIONS

If written notice of the acceptance of this BID is mailed, telegraphed or delivered to BIDDER within 60 days after the opening of the bids, or any time thereafter before this BID is withdrawn, BIDDER, will within 10 days after such notice, execute and deliver an agreement in the form specified.



BIDDER hereby designates at his office to which notice of acceptance may be mailed, telegraphed or delivered ______________________________________________ The BIDDER agrees that this BID shall be good and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids. BIDDER agrees to comply with all conditions of the contract, as set forth in the Bidding Requirements and Contract Documents. BIDDER does further declare that no other than herein named have any Interest in this proposal. BIDDER understands that the OWNER reserves the right to reject any or all proposal and to accept a proposal most favorable to the interest of the OWNER. By submission of this BID, each BIDDER certifies, and in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any Competitor.

The Bidder warrants that he has carefully examined the site of the Work and that from his own investigations he has satisfied himself as to the nature and location of the Work and the character, quality, quantities of materials and difficulties to be encountered, the kind and extent of equipment and other facilities needed for the performance of the Work, the general and local conditions, and other items which may, in any way, affect the Work or its performance.

DATED ___________________ Respectively Submitted,

Name of Firm SEAL (if bid is by a corporation) _______________________________________ Signature Title

Belmont Commons

Bid Line Item Cost Breakdown Cost

DemolitionEarthworkSite UtilitiesRoads & WalksSite ImprovementsLawns & PlantingsUnusual Site Conditions

ConcreteMasonryMiscellaneous MetalsStructural steelRough CarpentryFinish Carpentry/millworkMoisture Protection/Waterproofing/vapor barrierInsulationRoofing system (roofing, gutters, metal edge, etc.)Roofing Accessories (hatches, etc.)Caulking and SealantsDoors & HardwareWindowsSkylightsGlass/fire rated glassFirestopping & FireproofingDrywall and/or lath & plasterTile Work (floor & walls)Acoustical ceiling systemsWood FlooringResilient Flooring (vinyl base, vct, linoleum, etc.)CarpetPaintingMiscellaneous Equipment & SpecialtiesBath AccessoriesCabinets/CaseworkAppliancesFurnishingsElevatorsPlumbing & Hot WaterFire Protection HVACElectricalOther (Explain)Other (Explain)Other (Explain)

SubtotalAllowances: Signage, Security & Entrance Awning $10,000.00General RequirementsBuilders OverheadBuilders ProfitOther Fees, permitsBond Premiums

Subtotal (Overhead and Improvements)

Grand Total

North

THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS, METHODS, SAFETY

PRECAUTIONS AND REQUIREMENTS, AND OSHA CONFORMANCE IN THE

IMPLEMENTATION OF THIS PLAN AND DESIGN.

Key Note

THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS, METHODS, SAFETY

PRECAUTIONS AND REQUIREMENTS, AND OSHA CONFORMANCE IN THE

IMPLEMENTATION OF THIS PLAN AND DESIGN.

2S2.1

3S2.1

5S4.2

6' -

7"25

' - 1

1"

BW1

22" 4

x2 W

OO

D F

LOO

RTR

USS

ES @

24"

O.C

.

STAIR

SEE HEADERSCHEDULE, U.N.O.

LVL-

3

STAIR

LVL-3

LVL-3

9 1/2" WOOD I-JOISTS @ 24" O.C.(TYP. @ LANDINGS)

MIDDLE STAIRLANDING

LOWER STAIRLANDING

MONO-PITCHWOOD TRUSSES@ 24" O.C.

GIRDER TRUSS

HIP TRUSS

10' - 6"

LED

GER

1SKS-2

Cranston, R.I. 029101085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.

DRAWING/SSHEET TITLE:

DRAWN BY:

DATE:

115 MANTON STREETPAWTUCKET, RHODEISLAND

ASSOCIATES, INC.SACCOCCIO&

BELMONT COMMONS

SKS-1KLM

12/29/10

REVISED 2ndFL. FRAMINGPLAN

S1.2

ADDENDUM #2

SCALE: 1/8" = 1'-0"1 2ND FLOOR FRAMING PLAN

REVISIONS TO

2nd Floor10' - 9"

CONT. (2)-2x12 LEDGER(LET INTO TRUSSES TO PROVIDE FLUSH BEARINGCONDITION) (EXTEND 16" PAST GIRDER TRUSSES,MINIMUM). NAIL OUTER PLY TO INNER PLY USING(3)-10d NAILS @ 6" O.C.

TRUSS BEARINGLOCATION

2x6 BEARING WALL

PLYWOOD FLOORSHEATHING

PROVIDE 2x8 BLOCKING BETWEENALL TRUSSES AT UNDERSIDE OF

SHEATHING. FASTEN TO EACH STUDUSING (3)-10d NAILS, MIN.

PROVIDE HURRICANE STRAPANCHORS AT ALL TRUSS BEARINGLOCATIONS (TYP.)

PLYWOOD ROOF SHEATHINGATOP MONO-SLOPE ROOFTRUSSES

(3)-3/8"ø LAG BOLTS (5"EMBEDMENT INTO STUD) @ 3"

O.C. PROVIDE DRILLED HOLES INSTUDS TO PREVENT SPLITTING


a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:



BELMONT COMMONS

SKS-2KLM

12/29/10

TRUSS BRG.ON WOODLEDGER

S4.2

ADDENDUM #2

DETAILSCALE: 1 1/2" = 1'-0"

1THIS DETAIL HAS BEENADDED TO THECONSTRUCTIONDOCUMENTS AS "5/S4.2"

W8x24 ASTM A992STRUCTURAL STEELHOIST BEAM

ASTM A36 BEARING PL. 1/2"x5"x0'-8"CMU CORES TO BE FILLEDSOLID WITH CONCRETECMU WALL

PROVIDE BOND BEAM BELOWHOIST BEAM. EXTEND FOR

LENGTH OF ELEVATOR SHAFT

TYPICAL DETAIL FOR HOIST BEAM BEARINGON CMU ELEVATOR SHAFT WALLS

(2)-3/4"ø A36 ANCHOR RODS SET 6" INTOGROUT-FILLED CMU CORES. PROVIDE

STD. HOLES IN PLATE & LONG SLOTTEDHOLES IN BEAM BOTTOM FLANGE.

(4" SPACING, CENTERED ON BEAM)

FILL POCKET SOLID w/ MASONRY OR NON-SHRINK GROUT FOR STABILITY. ALLOW 7

DAYS MINIMUM FOR MASONRY CURINGBEFORE LOADING BEAM.

5"

1/2"

T.O.S.+23' - 9"

NOTES REGARDING STRUCTURAL STEEL, BOLTS, & ANCHOR RODS1. ALL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

SPECIFICATIONS AND ITS CODE OF STANDARD PRACTICE.2. MATERIAL SPECIFICATIONS:

3. SUBMIT SHOP DRAWINGS FOR REVIEW (SEE ALSO S0.0 "GENERAL NOTES", SECTION "I. GENERAL").

W SHAPES .............................................................................L SHAPES, MISC. PLATES & BARS.......................................THREADED RODS, THREADED FASTENERS .....................ANCHOR RODS ......................................................................

ASTM A36ASTM A36ASTM F1554, GRADE 36

ASTM A992 (50 KSI)


a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:



BELMONT COMMONS

SKS-3KLM

12/29/10

HOIST BEAMBRG. DETAIL S4.5

ADDENDUM #2

THIS DETAIL HAS BEENADDED TO THE

CONSTRUCTIONDOCUMENTS AS "4/S.5"

1st Floor0' - 0"

B.O. FTG.-4' - 8"

EXTERIOR WALL(TYP.)

10" CONCRETEFOUNDATION WALL

4" CONCRETESLAB-ON-GRADE

3' -

8"1'

- 0"

(2)-#5 CONT.

(2)-2x6 BOTTOM PLATE(P.T. SILL PLATE)

COORDINATE INSULATIONREQUIREMENTS WITH ARCH.

8"

5 1/2" 4 1/2"

2x4 KEYWAY

(4)-#5 CONT. BARS

3' - 0" #5 CROSS BARS@ 18" O.C.

TYPICAL FOUNDATIONWALL SECTION, U.N.O.

1/2"ø A. RODS @ EACH END AND @48" O.C. (12" EMBEDMENT), TYPICALAROUND PERIMETER, U.N.O.


a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:



BELMONT COMMONS

SKS-4KLM

12/29/10

REVISED FDNWALLSECTION

S1.0

ADDENDUM #2

SCALE:

SECTION 1/2" = 1'-0"

1

INSTALL SPRINKLERS ABOVE AND BELOWCEILINGS IN BATHROOMS, (TYPICAL)

INSTALL SPRINKLERS AT TOP ANDBOTTOM OF STAIRWAYS

INSPECTOR'S TEST DRAIN LINE THROUGHWALL WITH GALVANIZED STEEL ELBOW &12"x12" CONCRETE SPLASH BLOCK

1 1

/4"ø

1"ø

1"ø

1"ø

1"ø

1"ø

STAIR #1

2"ø

2"ø

1"ø

Cranston, R.I. 02910

1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:

115 MANTON STREETPAWTUCKET, RHODE ISLAND

ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS

A Division Of Thielsch Engineering

GaskellAssociates

1341 Elmwood AvenueCranston, RI 02910

120 Maple Street, Suite 304Springfield, MA 01103

G.A.S.#100128

SKFP-1BB

12/23/10

FP 1st FL

FP1.1

Scale: 1/8" = 1'-0"

INSTALL QUICK RESPONSE SPRINKLERSAT TOP AND BOTTOM OF STAIRWAYS

INSPECTOR'S TEST DRAIN LINETHROUGH WALL

STAIR #2

1"ø


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKFP-2BB

12/23/10

FP 1st FLFP1.1

Scale: 1/8" = 1'-0"

3"ø

3"ø

1"ø

1"ø

1"ø

4"ø

1 1/2"ø1"ø

Toilet

113

Stor.

114Manager

110

Elec.

111B


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKFP-3BB

12/23/10

FP 1st FLFP1.1

Scale: 1/8" = 1'-0"

Corridor

100

1 1/2"ø

1"ø

1 1/4"ø

1"ø

1 1/2"ø

1"ø

1 1/2"ø

1"ø1"ø

1"ø1"ø

3"ø3" MAIN SPRINKLERRISER UP IN WALLFOR 2nd FLOOR

UNIT 1D

1"ø


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKFP-4BB

12/23/10

FP 1st FLFP1.1

Scale: 1/8" = 1'-0"

LOW SILHOUETTE DOME, COORDINATE EXACT LOCATIONSWITH STRUCTURAL AND ARCHITECTURAL DWGS.

SYMBOL SIZE LOCATION MODEL REMARKS

CLEANOUT & FLOOR DRAIN SCHEDULE

REFER TOPLAN

MECHANICAL/SPRINKLERROOM

PRO-SET "TRAP-GUARD"W/STRAINER

INCLUDE NEOPRENE "DUCKBILL FLAPPER" TO PREVENTEVAPORATION OF TRAP SEAL INSTALL DEEP SEAL TRAP

FD-1

ALL AREAS ZN-1400 SERIES-VP-KC-BP @ ALL LOCATIONS, -VP-HD @ EXTERIORLOCATIONS

CO REFER TOPLAN

2" TOILET ROOMSZURN 415-VP WITH UNDER

DECK CLAMPINCLUDE 2" P-TRAP AND VENT PIPE. WATERPROOFAROUND PERIMETER OF DRAIN.

FD-2

RD 3" LOW FLAT ROOF Z-100-DP SERIES


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKP-1BB

12/22/10

General Sheet

P0.1

Scale: 1/8" = 1'-0"

Activities Room

106

Lobby

107

Vestibule

103

FCO

I.E. 4'-0" BELOW GRADE

2" WASTE DN2" VENT UPTO 2" VTR

4"ø

2"ø

FOR CONTINUATION OF 4" SANITARYPIPING REFER TO SITE DRAWINGS

L.P.C.

INCLUDE DISHWASHER WASTEFITTING ON TAILPIECE OF SINK

5' - 0"


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKP-2BB

12/21/10

Waste & VentP1.2

Scale: 1/8" = 1'-0"

Activities Room

106

Lobby

107Vestibule

103

3/4"ø

3/4"ø

1/2" CW DROP1/2" HW DROPTO KITCHEN SINK

HWR

HW

NFWH

BV

1/2"ø

1/2"ø

3/4

"ø

1/2"ø

1/2" HW TODISHWASHER


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKP-3BB

12/21/10

Domestic WaterP1.1

Scale: 1/8" = 1'-0"

STAIR #2

FCO

2" VENT UP

4"ø

3"ø

4"ø

4"ø

4"ø


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKP-4BB

12/23/10

Waste & VentP3.1

Scale: 1/8" = 1'-0"

W W

T

T

T

T

T

T

T

T

T

DD

T

T

ELEVATOR

UNIT 1E

STAIR #2

EUH-1

UH-1

EF-1

CUH-1

CUH-1

ACCU-1

3'-6" X 11-1"CONCRETE PAD.REFER TO

CONCRETE PADDETAIL ON THIS

SHEET.

AC-2

34"X12" UP

S-3

6X6

30 CFM

R-1

6X6

30 CFM

S-6

12X12

375 CFM

R-3

14X14

375 CFM

S-5

12X12

420 CFM

S-5

12X12

420 CFM

R-5

18X18

840 CFM

S-7

15X12

500 CFM

R-4

16X16

500 CFM

S-2

6X6

50 CFM

S-3

6X6

30 CFM

R-2

10X10

175 CFM

S-4

9X9

175 CFM

S-1

6X6

50 CFM

S-2

6X6

65 CFM

R-1

6X6

30 CFM

8"x12"

8"x4"

8"x4"

8"x12"

10"x4"

34"x12"

10"x4"

34"x12"

8"x12"

3/4"ø

AC-1

34"x12"

34"x12"

ACCU-2

1' -

2"

MIN

RSRL

3/8"ø

3/8"ø

TO RTU-1

3/4"ø

3/4"ø

1/2"ø

1/4"ø

RS

RL

RS

RL

7/8"DIA.

3/8"ø

5/8"DIA.

7/8"DIA.

3/8"ø

1

3/8"ø

2

1

1

1"ø

34"x12"UP

UP

TO D-2

TO D-3

TO D-4

D-5

TO D-1

4" DIA. UP TO NUTONE ROOF VENT MODEL636AL OR APPROVED EQUAL.

NUTONE WALL CAP MODEL885AL OR APPROVED EQUAL(TYP-2)

4" øø12"

ø10"ø8"

ø6"

34"x12"

UP

ø6"

ø6"

ø6"ø6"

24"x10"

24"x10"

1"ø1 1/4"ø

3/4"øUP3/4"ø

3/4"ø1"ø

3/4"ø

1 1/2"ø

1 1/4"ø

9

9

AC-2

EF-4

10

6"ø

10"x4"

8

10x10 UPTO EF-5

KEH-1

D-4

14"x8"UP TO ATTIC

14"x10" UP TOATTIC

12"x10" UPTO ATTIC

D-3

10"x12"

D-2

10"x12" UPTO ATTIC

14"x12" UPTO ATTIC

14"x12" 14"x12"

20"x

12"

14"x12"

14"x

12"

26"x12"

ø12"

RTU-1

AS

SO

CIA

TE

S, IN

C.

SA

CC

OC

CIO

&

1085 P

ark

Avenue

Cra

nsto

n, R

.I. 02910

fax 4

01. 94

2. 7

97

5

tel 40

1.

94

2. 7

97

0

a r

c h

i t e

c t

s

SA Job No. 10130

BE

LM

ON

T C

OM

MO

NS

11

5 M

AN

TO

N S

TR

EE

TP

AW

TU

CK

ET

, R

HO

DE

ISL

AN

D

DRAWING NO.

DRAWINGREFERENCE

SHEET TITLE

DRAWN:

DATE:


GaskellAssociates



G.A.S.#100128

SKM-1

JP/JV

12/27/10

M1.1

CommonArea - 1st FL

Scale: 1/8" = 1'-0"

DN

T

RTU-1

AC-2

R-1

6X6

30 CFM R-1

6X6

30 CFM

S-3

6X6

30 CFM

S-3

6X6

30 CFM

6"x4"

6"x4" AC-2

SUCTION AND LIQUID REFRIGERANTLINES DOWN. ALL REFRIGERANTPIPING TO BE SIZED BY EQUIPMENT

MANUFACTURER.

3/8"ø

5/8" DIA.

1/4"ø

1/2"ø

1/4"ø

1/2"øRL

RS

RS

RL

RS

RL

RS

RL

6"x4"

3/8"ø

5/8" DIA.

14"x12" DN

D-1

ø6"

ø6"

ø6"

1

KEYNOTES:

3/4 CONDENSATE DRAIN PIPING DOWN. CONDENSATEDRAIN PIPING SHALL BE TYPE "L" COPPER, INSULATEWITH 1/2" THICK ARMAFLEX INSULATION.

1

1

STAIR #1

STAIR#2

ELEVATOR

R-6

24x10

525 CFM

S-8

24x10

525 CFM

10X10 UPTO EF-5

12"x10" DN

..

10"x12" DN

14"x14" DN

14"x14"

8"x4"

14"x10" DN

8"x4"

14"x8" DN

8"x12"

12"x10"

AS

SO

CIA

TE

S, IN

C.

SA

CC

OC

CIO

&

1085 P

ark

Avenue

Cra

nsto

n, R

.I. 02910

fax 4

01. 94

2. 7

97

5

tel 40

1.

94

2. 7

97

0

a r

c h

i t e

c t

s

SA Job No. 10130

BE

LM

ON

T C

OM

MO

NS

11

5 M

AN

TO

N S

TR

EE

TP

AW

TU

CK

ET

, R

HO

DE

ISL

AN

D

DRAWING NO.

DRAWINGREFERENCE

SHEET TITLE

DRAWN:

DATE:


GaskellAssociates



G.A.S.#100128

SKM-2

JP/JV

12/27/10

CommonArea - 2nd FL

M2.1

Scale: 1/8" = 1'-0"

REF.

CTV

3

3

C

C

H

E

L

L

J

X STAIR #1E-1

S-17

E-9E-5

E-7

EBU1

EBU

EBU

RH

EF-1

S-17

C

K

E

LSTAIR #2

E-1

E-9X

E-5

EBU1

EBU

RH

Corridor

100

S-17


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-1GH/JV

12/29/10

First FloorLighting Plan E1.1

Scale: 1/8" = 1'-0"

3

3

3

C

K

STAIR #2

E-1

E-5

E-9X

EBU

EBU

UNIT 2E

L

C

ELEVATOR

E-1

EBUEF-1

C

C

J

E-1

E-1

S-17

XE-9

EBU

UNIT 1B

K H

C

L

K

STAIR #1

UNIT 2A

E-5

EBU


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-2GH/JV

12/29/10

Second FloorLighting Plan E1.2

Scale: 1/8" = 1'-0"

DW

SDSD

FACP

F

F

T

WP

CTV

S

WP

K

J

J

CR

J

MI

Activities Room

106

Lobby

107 Vestibule

103

60

M

H-18H-18

H-16

H-16

H-16 H-16 H-16

H-16

H-16

H-28GFI/C

H-20

H-20 H-20

S-18

GENERATORANNUNCIATOR

H-7GFI

FIRE ALARM RADIO MASTER BOXANTENNA. COORDINATE EXACTLOCATION WITH FIRE DEPARTMENT

AT TOP OFSKYLIGHT

H-7 GFI

E-2

.E-4

CUH-1

H-26

H-28GFI/C

.S-9

.H-11

S-20

.

H-44,46

M

WIRE TO EF-5CIRCUITH-45 FOR HOOD

WIRE TO HOOD ANSUL

H-28GFI/C

H-47


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-3GH/JV

12/29/10

First FloorPower & Systems E2.1

Scale: 1/8" = 1'-0"

UP

SD

FCTV CTVIS

F

J

S

J

I

UP

RE

F.

F

I

J

IS

C

H-11

CUH-1

H-31,33

AC-2

STAIR #1

C

C

C C

C

C

C CH-11

CUH-1

H-31,33

AC-2

STAIR #2

W

C


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-4GH/JV

12/29/10


Scale: 1/8" = 1'-0"

SD

F

F

F

F

T

S

Stor.

114 Manager

110

H-18

H-20

H-18

S-13

H-18

H-6

S-8

2P30H8,10

S-15

H-18

H-30

GFI/C

H-18

Toilet

113


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-5GH/JV

12/29/10


Scale: 1/8" = 1'-0"

DN

SD

F

J

T

DN

SD

SD

F

CO I

J

ISC C

C

C

CC

C

CUH-1AC-2

H-31,33

H-11

STAIR #1

C

C C

C

CC

C C

H-11

H-31,33

CUH-1

H-24W

STAIR #2

AC-2


1085 Park Avenue tel 401. 942. 7970

a r c h i t e c t s

fax 401. 942. 7975 SA Job No. 10130

REFERENCED

DRAWING NO.


DRAWN BY:

DATE:


ASSOCIATES, INC.

SACCOCCIO

&BELMONT COMMONS


GaskellAssociates



G.A.S.#100128

SKE-6GH/JV

12/29/10

Second FloorPower & Systems E2.2

Scale: 1/8" = 1'-0"

PANEL:X DESCRIPTION

EXISTING CIRCUIT & BREAKER

22,000 AIC X GFCI - 5mA TRIP

CIRCUITS: 54 GFPE - 30 mA TRIP

BUS RATING: 400A SHUNT TRIP

LOCK ON

ISOLATED GROUND

VIA LIGHTING CONTROL PANEL

20/1

20/2

30/2

40/2

50/3

60/3

70/3

200/3

20/1

20/2

30/2

40/2

50/3

60/3

70/3

200/3

1 M 8 12.2 1 2 L ATTIC LIGHTS 12 0.6 1

3 4 R ATTIC RECEPTACLES 12 0.4 1

5 6 M SPRINKLER RM UNIT HTR UH-1 12 0.1 1

7 R 12 0.7 1 8 M ELECTRIC ROOM EUH-1 12 3.0 1

9 M 12 0.3 1 10

11 M 12 0.3 1 12 M WASHER 12 1.5 1

13 M 10 5.0 1 14 M WASHER 12 1.5 1

15 16 R RECEPTACLES 12 1.4 1

17 M 10 5.0 1 18 R RECEPTACLES 12 2.2 1


21 M 12 2.6 1 22 R RECEPTACLES 12 1.3 1


25 M 6 17.6 1 26 M REFRIGERATOR 12 1.0 1


29 30 M WATER COOLER 12 0.4 1

31 M 12 0.4 1 32 M PANEL E VIA ATS 6 5.6 1

33 34

35 L 12 1.1 1 36

37 L 12 1.1 1 38 M PANEL S VIA ATS 3/0 31.7 1

39 L 10 1.2 1 40

41 42

43 R 6 0.2 1 44 M RANGE S 8 8.0 1

45 M 12 0.7 1 46 WIRE SHUNT TRIP VIA ANSUL

47 M 12 1.4 1 48 SYSTEM SWITCH

49 1 50 M SHUNT TRIP POWER 12 0.0 1

51 1 52 SPARE 1

53 1 54 SPARE 1

KVA

R Receptacle Load 9.0 KVA

L Lighting Load 4.0 KVA

M 98.3 KVA

KVA

GROUND FAULT MAIN C.B.

SHUNT TRIP MAIN

200% RATED NEUTRAL

ISOLATED GROUND

FEED THRU LUGS

CIRCUIT

BREAKER

COUNT

CIRCUIT

BREAKER SIZE

27 4 2 1 1

V 3PH 4W 60HZ208Y/120

CIRCUIT BREAKERLOAD

kVA

WIRE

SIZENoteLOAD DESCRIPTION

S

NOTE

E

H 320

TOTAL LOAD

A

WIRE

SIZENote

KVA

LOAD DESCRIPTION

G

P

70/3

200/3

C

L

CKT

No.

Load

Type

IG

1 1 130/2

40/2

Load

Type

112.360/3

312 AMP50/3

AMPERAGE:

20/1

20/2

111.3

CKT

No.

RTU-1

OUTDOOR RECEPTACLES

ACCU-2

EF-2, EF-3, & EF-4

KVA

ACCU-1

Continuous

AC-2 (6)

KVA

LIGHTING

LIGHTING

Connected Load

DISHWASHER

98.3

Noncontinuous

Noncontinuous

9.0

5.0

CIRCUIT BREAKER

MAIN LUG ONLY

SURFACE MOUNTED

FLUSH MOUNTED

FLOOR MOUNTED

MAIN CIRCUIT BREAKER

Mechanical and Power Load

LOAD

kVA

SPARE

STAIRS & VESTIBULE CUH-1 (3)

DRYER

DRYER

SPARE

SPARE

POLE LIGHTS

GAZEBO

KITCHEN HOOD EF-5



DOCUMENT 00300

PROPOSAL FORM REVISED 12/29/10

Proposal of:_________________________________________________(hereinafter called "BIDDER") Contractor __________ Address _____ _____ __________ City State Zip Organized and existing under the laws of the State of _________________________________________________ doing business as _____________________________________________________________________________. Proposal to: Belmont Commons, Inc. (hereinafter called "OWNER"). 1. Pursuant to and in compliance with Advertisement for Bids and the Information for Bidders relating

hereto, BIDDER hereby offers to furnish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for or incidental to the entire project as required by and in strict accordance with the CONTRACT DOCUMENTS entitled "Belmont Commons", and of all Addenda issued by the OWNER and mailed to BIDDER prior to the date of opening of BID, whether received by BIDDER or not, for the sum of: __________________________________________________________$_____________,BASE BID. (Written) (Numerical) (In case of discrepancy. the amount shown in words shall govern.)

2. ALLOWANCES

The Contractor shall include the cost of the following allowances in his Bid Price. Signage: $ 3,000.00 Gazebo: $ 15,000.00 (Included only in Alternate No. 1) Security: $ 3,000.00 Entrance Awning: $ 4,000.00

Funds will be drawn from allowances only by change order. At the closeout of Contract, funds remaining in allowances will be credited to Owner by Change Order. For complete description of allowances see Section 01210.

3.

We propose to modify the above Bid Sum by the following amounts as identified by numbered Alternates

ALTERNATES

Alternate bid prices shall contain all charges for overhead, profit, insurance, allowance for waste and the sum quoted shall represent the work complete and in place to the Owner. For complete description of alternates, see Section 01220 along with related technical sections and drawings.



specified in Division 1 of the Specifications, and as may be selected by the Owner: Alternate No. 1, Additional Landscaping

add :___________________________________________________ ($ _____________ ) (written, and numerically) Alternate No. 2, Structural SIP panels

add :___________________________________________________ ($ _____________ ) (written, and numerically) Alternate No. 3, Emergency Generator

deduct:___________________________________________________ ($ _____________ ) (written, and numerically) 4. UNIT PRICES

The following Unit Prices, if accepted in the award of this Contract, shall be used in establishing the adjustment of Contract Price for additions to or deductions from the Work in accordance with the applicable section of the General Conditions and the Supplementary General Conditions. Unit Prices listed shall include all costs, profit and overhead and no further surcharges are to be added to any Unit Price item of Work that may be ordered done. Work omitted from the contract will be calculated at 100 percent of the additional work unit prices.

We propose the following Unit Prices for specific portions of the Work as listed.

Item Description Unit Quantity Unit Value a. Excavate and dispose off site bedrock and ledge One Cubic Yard $________________

b. Remove and dispose off site all boulders over 2 Cubic Yards

in size (Base Bid includes 2 Cubic Yards & under) One Cubic Yard $________________

c. Remove and dispose off-site unsuitable materials/soils (non-hazardous) and replace with gravel and backfill. One Cubic Yard $________________

d. Remove and dispose 3" thick bituminous concrete pavement. One Square Yard $________________

e. Furnish and install 4" deep loam and grass seed One Square Yard $________________

f. Furnish and install compacted “gravel fill” as specified in Section 02200. One Cubic Yard. $________________

g. Furnish and install Type I-1 bituminous concrete

(1.5" binder course and 1.5" finish course) over 8" compacted gravel base including all preparation work. One Square Yard $________________

Item Description Unit Quantity Unit Value



h. Furnish and install new 4" thick concrete sidewalk or

pad including excavation, 8" gravel base, formwork and reinforcing. One Square Yard $________________

i. Furnish and install 10'-0” Length of precast concrete Curb including excavation Each $________________

j. Furnish and install 2' precast Concrete radius corners (RI Standard 7.16) including excavation. Each $________________

k. Furnish and install handicap parking sign on a metal post. Each $________________

l. Furnish and install paint for striping on bituminous concrete. One Linear Foot $________________

m. Furnish and install 3'dia by 4' high, heavy duty precast

concrete drywell with stone including all preparation. Each $________________

n. Furnish and install 6" SDR-35 PVC piping in 4' deep trench including excavation, gravel and backfill. One Linear Foot $________________

5. ADDENDA

The following ADDENDA have been received. The modifications to the Bid Documents noted therein have been considered and all costs thereto are included in the Bid Sum.

Addendum No.1, Dated Addendum No.2, Dated Addendum No.3, Dated 6. TIME OF COMPLETION

BIDDER hereby agrees to commence work under this contract within 10 days after issuance of a written "NOTICE TO PROCEED" by the OWNER and to FULLY complete the project within time limit indicated in Document 00700, Paragraph 25.

7. BID BOND

Enclosed herewith is bid security as required in the Information for Bidders, which is to become the property of the OWNER in the event the contract and bond are not executed within the time limit set above, as liquidated damages for delay and additional expenses to the OWNER caused thereby. Accompanying and as part of this Proposal is a bid bond or certified check payable to the OWNER in the sum of _______________________________________________________________$______________

(Written) (Numerical)



8. BONDS & ACCOMPANYING SUBMITTALS

Performance, Labor and Material Bonds (Assurance of Completion) in an amount equal to 100% of the contract sum are required by the OWNER. They shall be executed in such forms, and with such securities that is acceptable to the OWNER, and be placed with a Company also acceptable by the OWNER. Required Performance, Labor and Material Bond covering the Contract, such will be available from the Surety Company listed below. Cost of bonds are included in the Base bid amount. BIDDER submits for approval as his surety:

(Name of Surety)

a corporation organized under laws of the State of_______________________________________ PREVIOUS PARTICIPATION: As a condition of bidding, the Bidder by submitting and signing this proposal, certifies that the attached H.U.D. Form 2530 has been fully completed and indicates all previous involvement or non-involvement with H.U.D. Multifamily Housing Projects, either as a principal of the firm or as a member of a previous company. IT IS MANDATORY THAT THIS FORM BE FILLED OUT COMPLETELY AND SUBMITTED WITH BID DOCUMENTS. FAILURE TO COMPLY MAY CONSTITUTE REJECTION OF BID DOCUMENTS.

REPRESENTATIONS, CONDITIONS AND OTHER STATEMENTS OF BIDDERS: As a condition of bidding, the Bidder by submitting and signing this proposal, certifies that the attached H.U.D. Form 5369-A has been fully completed and is attached to the BID. IT IS MANDATORY THAT THIS FORM BE FILLED OUT COMPLETELY AND SUBMITTED WITH BID DOCUMENTS. FAILURE TO COMPLY MAY CONSTITUTE REJECTION OF BID DOCUMENTS.

9. OVERHEAD & PROFIT - ADDITIONAL WORK

BIDDER agrees payment for overhead and profit on extra work (See General Conditions) combined shall not exceed the following percentage of cost basis. To the Contractor for Work performed by his own forces maximum 10 percent of the cost. To Subcontractors for Work performed his own forces maximum 10 percent of the cost. To the Contractor or Subcontractor for Work performed by his subcontractors maximum of 5 percent of the cost, not including subcontractor or sub-subcontractor's overhead and profit. Overhead and profit is to include the Contractor’s Project Manager, all administrative expenses and personnel, change estimate preparation, mobilization, setup & break-down, meetings, all safety related costs, cleanup costs and storage costs pertaining to the changes in the work. Site supervision may only be included if an extension to contract time is approved in the change proposal.

10. ADDITIONAL PROPOSAL PROVISIONS

If written notice of the acceptance of this BID is mailed, telegraphed or delivered to BIDDER within 60 days after the opening of the bids, or any time thereafter before this BID is withdrawn, BIDDER, will within 10 days after such notice, execute and deliver an agreement in the form specified.



BIDDER hereby designates at his office to which notice of acceptance may be mailed, telegraphed or delivered ______________________________________________ The BIDDER agrees that this BID shall be good and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids. BIDDER agrees to comply with all conditions of the contract, as set forth in the Bidding Requirements and Contract Documents. BIDDER does further declare that no other than herein named have any Interest in this proposal. BIDDER understands that the OWNER reserves the right to reject any or all proposal and to accept a proposal most favorable to the interest of the OWNER. By submission of this BID, each BIDDER certifies, and in the case of a joint BID each party thereto certifies as to its own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any Competitor.

The Bidder warrants that he has carefully examined the site of the Work and that from his own investigations he has satisfied himself as to the nature and location of the Work and the character, quality, quantities of materials and difficulties to be encountered, the kind and extent of equipment and other facilities needed for the performance of the Work, the general and local conditions, and other items which may, in any way, affect the Work or its performance.

DATED ___________________ Respectively Submitted,

Name of Firm SEAL (if bid is by a corporation) _______________________________________ Signature Title