«,, Department of Property & Procurement ..==.



Government of the United States Virgin Islands

3274 ESTATE RICHMOND, CHRISTIANSTED, U. S. VIRGIN ISLANDS 00820



bs i | \z|

8201 SUB BASE, SUITE 4, ST. THOMAS, U. S. VIRGIN ISLANDS 00802 SI SO

ST. CROIX MAIN OFFICE: 340.773.1561 I ST. THOMAS MAIN OFFICE: 340.774.0828 ‘Da ee

*J J i

ST. CROIX FAX: 340.773.0986 I ST. THOMAS FAX: 340.777.9587 —



HTTP://DPRVI.GOV



AMENDMENT TWO (2)



March 10, 2016



TO:



SUBJECT: IFBO08DPWCI17 (C) East Scenic Road Phase II



Pavement Preservation and Drainage

Improvement, St. Croix District.



INSERT: See Attached, Questions & Answers



All other terms and conditions remain the same.



A copy of this amendment must be returned with your bid.

NIRGIN ISLANDS PAVING, INC.



PO Box 4720, Kingshill, VI 00851-4720

TEL (340) 778-5220 FAX (340) 773-5233



East Scenic Rd. Pavement Preservation

V1-0078(005) Phase II



Pre-Bid



uestions



Phe DBE weal of 21s forthe project is unrealistic based on the scope of work. ler reviewing the

project line tems we are finding itestremels difficult to meet the projects set DBE goal Cun the DI

coal for thy project be reduced to 18" 0. Scenic Rul. Phase | had an almost exactly same project amd ons

Hada goal set for ES". Phe most recent project put out to bid. SET - Re S02 called tor only TS! s,



>. Projvet plan sheets call for slots to he added to inlets. Details are required for DBE take offs. Please



provide detail drawings for the additional slots to be installed in atch basins,



as



Lor line item 604.01 \ & B. please provide a detail for the transition Irom line ent 608.01, Pased

Waterway, to cach type ot catch basin. Details are required for DBE take offs



4. ¢ learing and grubbing should be added to the project? Project site 1s very overgrown and all vegetation

will have to be removed prior to.ans excavation in order to properly separate debris for the dumping at

landtill.



During project drive through many trees were noticed that Will be required to be removed. Will tres



a



removal be wdded te the project through an addendum now or will the contractor Haye to wait fora

change order in order to complete the project clearing and grubbing”

6 Porline item 204001. Excavation. it was discussed in the pre-bid meeting that iP hard solid rock wos

discovered that required removal. than rack excavation could be added to the project through sehunoe

order, Please confirm that the rock removal will be added if required’?

Isrock blasting going to be acceptable for removal of solid rock on project”

S Line item 635.01 |. Tratlie Control Plagwer. based on scope und duration of projeet the quantity seems



Wy fo,

- 270 days = 237 work days 1.848 work hrs flagger..,... 3.000 hrs = 2.7 Thiwgers

Project estimated to require 4 fageers on site = 7.392 hrs. (148"o increase) Please comtinn that Wtis wil]

bo aecepluble!

OY The use al Rt, 73 as a projects haul route will require additional flaggers. | stimated 5 additional taggers

for Ra 73, his could dherease the Nagwer hour item by 185", Please contirm that ibis will be

aveeplable’?



10, Based on site visit happears that the roadway will net have the required 2H between ede ef route aty



andthe fice of rail, Please contirm if these areas will require & foot post?

Tt There b.ne [raflic Control Management item on the bid sheet. [tis tepical to have the Pratlie Control

Viandver item for project with such extensive tratfie control requirements, Cana breathe Control



Vianager item be added to hid sheet.



simvere!s.



Fi -

~ Duntel Sehterloh, Pol.



Resthotidds VkMwites follows:



lL. As discussed at the pre-bid meeting on February 22, 2017, the contractor was advised to take



this matter up with the DBE Office where demonstration of Good Faith Effort would be required.



2. This is a minor field change to be made to the catch basin. The sizes vary from location to

location nevertheless please see the detail sheets attached.



3. Gur response is the same as item 2 above.



4. Brush cutting will be done by DPW prior to start of construction to clear the areas for



roadway excavation.



5. If trees are required to be removed from construction areas they would be added as extra work

items.



6. Item 204.01 was discussed at the pre bid meeting as per FP-03, Roadway excavation, which

includes all material encountered. If rock is enedéuntered and it is warranted that rock



excavation be undertaken only then will an extra item for rock excavation be considered as a

change order.



7.No rock blasting will be allowed.



8. That will not be acceptable.



9. That will not be acceptable.



i0.Where necessary 8 foot poles would be used due to the narrow roadway.



ll. Traffic control when required, should be implemented according ta the MUTCD. For the TCP



that would be implemented, the contractor should apply rates for management to the individual

items for traffic control.

44



REG | STATE PROJECT rr SHEET



5’ 4" : ys" gaa Ga SE VI Vi-0078 005) Fa 48

4-0" el

| Pe | 4 4a/0”" 43/4 S (Feuer req't) Notes:

= 1 6/a”™ 1, All reinforc’ bars are #5, placed 1 3/4 " minimum

a tie Roa ort f : from face of comorete © ,

opie = = : ins 5: = 2, In floors bars to be on 6" centers each way. In walls

RS st V1 iia horizontal bars to be on 9" centers and vertical bars

ti £ r] Sl 5] os 7 to be on 12" centers.

wf & ' 43, Bolt grate frame to inlet; allernate fastening methods will be allowe

1 i ‘ele with the approval of the CQ.

we + 4. Required concrete strength for this item shall be 4000psi.

Lo 4 I | SS LW 5. Provide grate suitable for bicycle traffic. ;

D Diamet = LER i sete Crate

pipe culvert al ' — HEA 0 . ee

| : GRATE FRAME PwwW

4-2 3/4" se

PLAN a |

pate

z : ‘erme

4 OF Fle 2

\

i 4

si - 4 | [ | % » a 3

. a" 8 =

‘ Tes" sel a]

i] fi t4 Oo ———

Mi Lig elie"

= t |g ra al 5

2 : a ae =

£ “L 5 3 Resistant weld or electro forged 3/4" rod Es)

B “TS, “” 4 wae 4-4

4 I ae el S/a" ¥ 81/2" ¥ 8 — 4%" Bar a

{fg > —

es ta Da SECTION F-F =

Sfa" X¥ 81/2" ¥ & - 4" B ,

SECTION D-D j= ge ss a 2 :

3 IA CITTrrt oS o

BI ira Ea]

1/2 '

a” é'-o

yy i z weil -

J It me 23/4"

- 2" X s/ax sage pt Xa" x 5/8" x 5 — aie"

. ine req'd.) a 3 g (Two regia.) —

“a CONSTRUCT 2

bat - Z SLOTS AT INLET.

as oe et VIEW-B VIEW-C ISOMETRIC VIEW

re zr (Oblique) (Oblique)



DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING



DETAIL



INLET TYPE 5B WITH

4'X4' METAL FRAME & GRATE



DETAIL

60401(A)

4. Required concrete strength for this item shall be 4000psi.



D Diameter REG | STATE PROJECT ee ee

pipe culvert 3-4" : SE vi VI-0078¢ 005) fo 48

. 220" * aft" x 8 Bolt & Nuts

fm 4 a 49/4" ence Notes:

E 1 5/fa™ 1,AU reinforcing bars are #5, placed 1 3/4 " minimum

~ | 8 Rods @ 4 m= 2 we : from face of concrete.

E pe a = 2, In floors bars to be on 6" centers each way. In walls

4 1 : be horizontal bars to be on 9" centers and vertical bars

Pipe Skew 4 = ta be on 12” centers. —

ie D |e |e 3. Bolt grate frame to inlet; alternate fastening methods will be allowe|

i _} rahi with the approval of the COQ.

bo)

-

ta



+=



el



| 24%" |



PLAN



* Variable



SECTION _F-E



=

La ay

a - 4%"



31/2" 5/a)



(Two req'd.)



5/8" 31/2" xX 4 - 4%" Bor



SECTION F-F

= Zn SEU RA /2" XA ~ 4%" Bor

3 1A Err =

oy

a if2" ma

5" - 6"

SECTION ¢-¢



(Oblique)



VANED GRATE



5. Provide grate suitable for bicycle traffic.



‘ VANED

4.0 GRATE

PwW

gs Grate

ee frame

2

i fa

> Ke 2

= J 4 io

= 4 cs

a ra

5 ie

ao 18” 4



i

4

\ 1

| i

6.0'



&

_f&

6.0



CONSTRUCT SLOTS AT INLET



ISOMETRIC VIEW



DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING



DETAIL

INLET TYPE 5B WITH



3°X2' METAL FRAME & GRATE



DETAIL



60401(B)