SOW and Drawings.pdf

STATEMEN',l' OF WORK

MAJOR WORK ORDER- REPLACE BOQ RETAINING WALL

INTRODUCTIQN

The Federal Correctional Institution (FCI) located at Danbury, Connecticut, intends to make a single award t·o a responsible·· eqtity t_o replace the retaining wall at the BOQ. as set forth in this solicitation/contract. The Government rese~ves. the right.to .award without discussion and to make a single award. There.fore, each initial quote should cont~in the be:st te:r::ms frqm a cost or price standpoint.

PLACE OF PERFORMANCE

FCI Danbury 33 ½ Pembroke Road Danbury, CT 06811.

BOQ'- Bachelo:r::s Officer Quarters.

SCHEDULE QF DELIVERY PERFORMANCE

The contractor shall furnish and provide all labor, mate-rial and equipment necessary to a:·cquire, t·r'anspo'rt, ,:fnd replace/install a ne~ pretast conrirete retainin~ wall at the BOQ.

SCHEDULE OF PERFO::EU-:fANCE

Normal working hours are estimated Monday thru Friday 7:00AM- 3:jOPM t6 e*¢lude federal holidays. The ~bhttactor cannot be guaranteed a forty (40) hour work week at the work site. Part--of the working ho1.1rs will include bi.lt not limi tei;:l to:: movement through the· entrance to the work site, tool inventories checklist, and material loading and unlpading.

Expected dates of delive,ry and performance are June 2022-July 2022~

The contractor will have ten (10) calendar days upon issuance of the Notice to_ Proceed to begin work, The cdntract period will be in effect from the date of award to no later than thirty {30) days -after Notice-to Proceed.

APPROVED

-~ .. J-2(-2022- NERO' FACIUllEtADM\NISTRATOR

DESCRIPTION OF THE PROJECT:

The Bachelors Officer Quarters (BOQ) at FCI Danbury requires a new retaining_wall t6 b6 built as the existing railroad tie retaining wall is showing sig~s of failure. The retaining wall holds the existing decking and footings in place for six of the twelve rooms. The contractor shall remove and dispose approximately 55' x 3' of broken railroad ties from the BOQ parking lot and construct approximately 55'x 3'6" precast concrete blocks. The cdntractor shall also construct.

approximately lOO'x 4'10" of precast concrete retaining wall adjacent to the front of the.BOQ building, as shown in the attached sketch. The retaining walls are to be constructed of different height due to the contour of the surrounding landscape ensuring the retaining walls holds the existing decking and footings in place and the footing is deep·enough to withstand the local weather conditions.

Site Preparation and Excavation:

Contractor to ensure the retaining wall site is properly marked and staked. These g:r;ade stakes and elevation hubs, will be the guide for the excavation contractor and will help the retaining wall installer determine the location of the wall. Exercise caution to keep the soil undisturbed in areas that will not need modification during wall construction. Be sure to mark the location of, any below ground utilities including power lines, communication lines, sewer and drainage lines etc.

The contractor is responsible to ensure the ground/ soil being retained by the retaining wall is well consolidated and stable prior to starting the construction. Provide proper site/ prep work. Contractor to slope the ground if required for proper drainage. Provide adequate footing to the wall to bear the reiaining wall load. Provide sufficient drainage by providing weep holes as required. Avoid coptinuous vertical joints and provide staggered structural joints. Contractor to ensure the proposed project construction does not adversely affect the existing structure in any way.

DESCRIPTION AND SPECIFiICATIONS:

Recommended (RECON or similar) Precast Block Sizes:

Base Block: 72".x 24" x 16" H, tongue and groove lock (Top) Middle Block: 72" ~ 24" x 16" H, tongue and groove lock Top Block: 72" x 24" x 16" H, tongue and groove lock (Bottom)

Corner Block: 24" x 24" x 16" H, tongue and groove lock Half· Block: 36" x-24" x 16" H, tongue and groove lock Concrete strength: 4,000 psi Lifting: Lifting Insert loop Texture/ Appearance: Rustic Crushed stone aggregate sizes: Fine- 3/8", Course- 3/8" to 3/4" Filter Fabric: Heavy duty Polypropylene Black woven

GENERAL INFORMATION:

The contractor must submit specification sheets, blueprints and or drawings prior to the start of the awarded contract for approval by the Contract Officer Representative. All materials, design, clearance, definitions, construction, workmanship, and testing shall conform to the requirements as stated below:

TGD Section 034100-Precast structural concrete TGD Section 034500-Precast ~rchitectural concrete TGD Section 323000-Ge_neral Site improvements TGD Section 312000-Earth moving ASTM Cl50, ASTM C33, ASTM C618, ASTM A615M, AWS Dl.4& ASTM A1064.

DELILVERY OF MATERIALS

All construction related equipment and materials required for the contractor to work on this project will be processed by the contractor and delivered to the contractors approved storage area. Any construction related deliveries which are delivered on site, can be received by the contractor Monday through Friday, excluding Federal Holidays between the hours of 7:00AM - 3:30PM.

The contractor will be required to notify ihe COR when a delivery is scheduled and a contractor representative must be present at time of delivery.

The warranty period is twelve ( 12) months starting on Date of Substantial Completion of the entire project.

DEFINITIONS

The Contract Officer (CO) e~ecutes the contract on behalf of the Government; this shall include a duly appointed successor. The Contracting Off~cer is the only official authorized to administer, modify and/or terminate -the contract. The :

Contracting Officer makes related approvals, determinations~ and finding pertaining to the contract and is the only individual on the project staff who can obligate funds on behalf of the

Government.

The FCI shall ensure a Contract Officer's Representative (COR) is present to allow access to all areas by the contractor. The COR will be located at the project site and has overall responsibility for the administration of the operations and activities at the project site. The COR represents the Contract Officer for all technical matters that arise under the contract.

The COR will evaluate the contractors performance an~prepare a performance report at the end of the contract.

The Contract Officer Representative (COR) shall not, and has no authority to re-delegate authority to any other person, change or modify any terms of the contract, obligate.the payment of any money by the Government and/or cause the contractor to incur cost not otherwipe covered by the contract.

The contractor shall provide to the Contract Officer, (3) three copies of the safety data sheet (SDS) on all materials and substances that may be used during the course of the project. In the event the Institution Safety Manager does not approve the mater~al, it shall be the responsibility of the Contractor to locate and procure an alternative product.

OTHER CONSIDERATION

Lost time due to security restrictions/considerations:

contractors should plan for .a certain amount of time accrued for security considerations, i.e., base security checkpoint, check' in screening, delays due to inmate movements, institution 16ckdowns, ,institutibn emergencies, institution counts etc. In the event of an institutional emergency, the Contractor will be instructed to secure and stow all tools, equipment and materials, and contractor will be escorted off the institut~on grounds. Work will be suspended until the institution emergency passes. Contractor wi11 NOT be a11owed to bring cell phones, cameras, weapons or any other objects that violate criminal laws or are prohibited by Federal regulations or Bureati of Prisons policies on institution grounds. If use of a telephone is required in case of an emergency, the Government will provide a phone line for use. The Contractor.shall be responsible for removing all waste from the institution grounds and disposing of in accordance with all federal, state, and local regulation~ .

. PAYMENT TERMS

The Contractor must provide a means for.electronic payment to include bank routing and account number, payment terms are specified in FAR 52.212-4(g). The Government will. make payment in accordance with the Prompt Payment Act (31 U.S.C 3903 and prompt payment regulations at 5 CFR part 1315). The Contractor can ho.wever offer discount payment terms for prompt payments as specified in block 12 on the SF 1449 form of this solicitation.

Partial or half sessions will not be authorized for payment.

REPLACE e:o.cCRETAININGWALL L-------.---~---~~__,'-----~~-----~------'-,---~_;__--'--~-'--_.:._jl.

SITE PLAN

DESCRIPTION OF WOR~

The Federal Correcdonal lnstltutfon (FOi iocated at Danbury, Connecticut, int~ to make a single award to a responsible entity for tho Construction of a pre ca~t conaete retaining wall at the BOQ.

The contractor shall demolish the rotted r.J~road tie retafnlniwan.

'fl1e mntractor shall provide all the materials'1nd labor to construct the~ retalnf~g wall. ·

B.0.Q_

'610"

PROJECT STATISTICS

mtf: REPLACE BOQ RETAINING WALL PROJECTlYPE: MWO

MWO NUMBER: 40169

TOTAL UNEAR FOOTAGE: 157

OCCUPANTCAPACITT: N/A

SPlUNnERED: N/A

ASBESTOS: .N/A

LEAD: NIA

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RECOMMEND APPROVAL

·DEi' SIGNATURE COMM!iH1'

APPUC'.,\BLECODES

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DffAWING INDEX

PAGE 1: PROJECT SITE & SCOPE

PA(jf 2: WALL&" ELEVATIONS

PAGE_J: WAll.SECTION

PAGE 4: BOQFLOOA/EGRfSS P~N

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WE.ST WALL ELEVATI.ONS

SCALE: i'':.10'

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B.O.Q. R~AINJNG.WAL,L PLANVll,:W

SCALE, f'= 15' · i -

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SOUTH WALL ELEVATIONS SCALE: ,;,_10'

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7 batter Slone Infill wrapped .

In Riter Fabric~ typical n 1'".offs~t

Overturning·Point

Com~act~d piushed _Rock

6" deep and 6" past b_oth edges of block

WALL SECTION. 'N.T.S.

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~ egress Deck

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1°2 l"I lb .9 .8 7 pitch of roof above

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(\ (\ (\ I\ (\ (\ 1, ~ egress r Deck·

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B.O.Q .. FLOOR/EGRESS ·P.LAN

Scale: 1• = 10'

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