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(Annexure–I)

Technical Specifications form

for proposed Vapi Distribution Centre / Warehouse.

1.1 SCOPE Warehouse is intended for 24 X 7 operations and should be a secure,

clean, safe and un-congested. Should have provision of Continuous power supply from EB and necessary back up provisions. Necessary pest control and vermin/ anti termite treatment during the course of construction should be carried out. Periodical pest control after

handing over the possession would be the responsibility of the intending lessee.

1.2 REGULATIONS, APPROVALS, PERMITS

Compliance with all regulations, laws, ordinances and authority

requirements will be carried out by the intending lessor. All planning

and development approvals, building or other permits, inspections

and certificates and legal notices are required to be taken care by the

“Intending Lessor”. All fees, charges, levies, contributions and other

statutory expenses must be paid by the ‘intending lessor’.

1.3 STANDARDS AND BUILDING CODES. The building must comply with applicable National Building Codes

(NBC) and Standards (excluding fire sprinklers whose standards are

separately agreed elsewhere). A general list of applicable standards

has been attached for reference in the appendices. In addition to

NBC standards relevant British or US standards are to be used. HUL

reserves the right to specify compliance in excess of these minimum

codes. In some cases, alternate Standards may also be specified. All

designs, specifications, calculations should be submitted to HUL for

review and approval.

1.4 MATERIALS AND WORKMANSHIP. Materials and Products shall be new, and quality shall be the best for

each type or class of materials. Work shall be performed in a first

class, workmanlike manner by skilled workers who are equipped to

produce satisfactory results.

1.5 SALES TAX, ROYALTIES AND PATENTS.

The ‘intending lessor’ shall pay all Sales Tax , Royalties , License

Fees , defend all legal claims for infringement of patent rights,

payment to local statutory bodies for obtaining approvals for

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commencement and completion of works and save HUL from any

harm or loss, on account thereof.

1.6 OC & STRUCTURAL STABILITY.

Occupancy certificate or equivalent approval/confirmation from

concerned local body and structural stability certificate from an

authorized chartered engineer prior to handing over Possession of

the warehouse is ‘intending lessor’s responsibility.

1.7 DESIGN AND DOCUMENTATION.

All works shall be designed and engineered by Qualified Architects

and Engineers. Drawings, specifications and calculations shall be

submitted to HUL for review. HUL may engage qualified consultants

to assist in the review. These reviews and comments, however, do not

relieve the ‘intending lessor’ of responsibility in complying with

regulations, codes, standards, authority requirements or providing a

facility that will be fully suitable for its purpose. Where materials,

products or systems alternative to this specification are proposed,

they shall be submitted in full detail to HUL for approval and shall not

be used in the works without written approval from HUL. Prior to

occupation a full set of “as constructed “drawings, specifications and

materials lists shall be submitted to HUL. All design data &

documentation, guarantees, operation & maintenance manuals

(mainly for utilities), geotechnical survey reports, topography &

contour maps etc. should be submitted to HUL in minimum 3 copies.

1.8 GUARANTEES.

The ‘intending lessor’ is to obtain all guarantees from suppliers,

manufacturers and providers of materials, products and systems.

1.9 OPERATING AND MAINTENANCE MANUALS.

Prior to occupation of the facility 3 copies of the operating and

maintenance manuals of all electrical , mechanical , air conditioning and ventilation systems shall be provided to HUL.

2.1 FACILITY DESIGN.

2.1.1 Modern Distribution Centre design in terms of material flow, internal and external traffic movements and control, and operational

management. The construction should be as per proposed layout as per attached Appendix-8.

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2.1.2 Where Aerosols are stored, the design should comply with the Aerosol warehousing standards as given in Appendix-5 of RFP

(Standards for warehousing of Aerosols). 2.1.3 The Fire Protection System, Site Planning and Building Design should

achieve fire safety and employee safety with the minimum disruption to the operation.

2.1.4 The column grid pattern is to suit operational needs generally in accordance with the racking and column lay out

2.1.5 Canopies are to be free of interior columns and are to have the minimum number of perimeter columns to not impede truck

maneuvering. 2.1.6 The Facility should be Bird and Vermin repellent. The facility should

follow the Clean Good Manufacturing Practices CGMP. 2.1.7 Plinth level of the warehouse to suit the truck height for easy

movement of incoming & outgoing goods. 2.1.8 Storm water drainage should be sufficient to drain water from the

site equivalent to the flood levels specified. HUL should approve &

confirm the drawing and its ‘intending lessor’s responsibility. 2.1.9 Floor slabs and road pavements are not to have settlements which

may affect serviceability and the operation, in particular pallet racking and forklift stability.

3.1 LAYOUT & OVERALL PLOT PLAN

3.1.1 Building area: - Main warehouse Building Area shall be 46,240

Sq Mtr (160.0 m W x 289.0 m L) as detailed in attached layout plan per Appendix-8.

3.1.2 The main building shall be expandable length wise to 357 M, to meet future needs.

3.1.3 Plot Area: - The total plot area shall be about 1,01,790. Sq Mtr.

3.2 BUILDING DETAILS :

3.2.1 Building Dimension : Approx. dimension of the building is 160.0m W x 289.0m L outer to outer as detailed in drawing Equivalent Area 46,240 SqM.

3.2.2 Clear Height : Maximum roof height 13.7 meter from FFL at centre,

with a roof slope 1:20. 3.2.3 Column Span : The column span along the length shall be 17.0mtrs

approx. between center to center and column span at side end walls

(North and South) is 8.5 mtrs approx. Column Span along with the width of the building shall be 26.66mtr approx. center to center and Column Span at Front and Back End Walls (East and West) is 6.66 mtrs approx. However the bidder will have the option to quote for

most optimal grid design to suit the stacking layout per Appendix-9. 3.2.4 Wind Bracing : Angle bracing on roof, portal bracing upto 3.5m on

both sides walls and angle bracing above and no cross bracing on

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intermediate columns. No wind bracing in internal columns. Can be in gables/ elevation and roofs. No Vertical Wind Bracing between the

columns is allowed inside the warehouse. However the wind bracing can be at the gables / elevations and in the roof. On the external columns the wind bracing can be above 4 mtr of FFL Side above Dock Door.

3.2.5 Mezzanine - A Mezzanine floor with a floor loading of 1.5 MT per Sq.M is proposed at height above dock doors , along the length of warehouse on both sides .Bidder to quote Rental per Sq.ft. for same under clause 4.1 (A.2) of Annexure-III.

3.2.6 FFL from Adjoining Area – Ware House Floor will be at 1.3 meters higher from Surrounding Area.

3.2.7 Aerosol area :-

3.2.7.1 Aerosol storage area – at inner edge for future expansion. 3.2.7.1.1 Provision of Aerosol storage area in main warehouse of

Dimension: Approx. 10.0 m x 25.0m equivalent area 250 Sqm. as

shown in the drawing (Appendix-8). 3.2.7.1.2 Outer partition with one side to be of brick wall of 3m height and

the balance 3 side walls will be of fire retardant material of 2 hour fire rating.

3.2.7.1.3 Providing false ceiling for the Aerosol Area. 3.2.7.1.4 This particular Aerosol Storage Area will be provided with fire

proof electrical lighting and fire proof exhaust fan. 3.2.7.1.5 Every 100 Sq.ft will be illuminated with 72W CFL.

3.2.8 Seismic Requirement – The building shall be Seismically Compliant, as per seismic zone of the area, where it is located.

3.2.9 There will be one expansion joint for every 100.0 mtr on the entire length of 289.0 mtr. In those locations, the column span will marginally vary depending upon mutually agreed PEB design and

detailing.

3.2.10 All staircases, platforms & balcony etc. to be provided with hand railing, toe guard and colour standard will be golden

yellow/black border.

3.2.11 GATES :

3.2.11.1 Two motorized gates ( one of 12m width x 1.2 m height and

another of 12m width x 1.2m height for emergency) to be provided near to the security rooms as detailed in the drawing (Appendix-8).

3.2.11.2 Gates to be painted with one coat of red oxide primer and 2 coats

of enamel paints. Exact structural design to be furnished for approval before site work.

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3.2.12 CANOPY : 3.2.12.1 Having 9.0m width cantilever with a length 289.0 m on both longer

sides (equivalent to 5202 Sqm) as shown in the drawing with clear minimum height of 6.5m from FFL supported from the main portal columns of the warehouse, In order to ensure free flow of water from the ends by Curved Eaves.

3.2.12.2 Roofing of Canopy area will be of single skin bare galvalume sheeting of 26 gauge (0.47mm). (Screw Down).

3.2.12.3 Adequate lighting of about 100 lux to be provided in the Canopy Area.

3.2.12.4 The longer side warehouse wall Edges should be protected by embedded MS angles and suitable dock bumpers should be provided.

3.3 EARTH WORK :- The design of the earthworks will be as recommended by the Geotechnical or Civil / Structural Consultant. The specs mentioned are very basic in nature. A Detailed Earthwork design

should be submitted to HUL for confirmation. 3.3.1 After the stripping of topsoil the exposed sub grade will be proof

rolled to 95% standard dry density. 3.3.2 All filling on site is to be compacted, engineered to compaction

standard. 3.3.2.1 Top 300mm ; Minimum 100% of Maximum Standard Dry density. 3.3.2.2 Remainder Minimum 98% of Maximum Standard Dry density.

3.3.3 Provision of adequate temporary and permanent site drainage to avoid ponding and water logging of the site.

3.3.4 To remove, replace or treat all contaminated soil. 3.3.5 All slopes and embankments to be stabilized. Retaining structures to

be provided where ever necessary.

3.3.6 Piling and foundation works plus earthworks are to be specified and supervised by a fully qualified and competent Geotechnical Engineer.

Fill compaction testing to be performed by a registered laboratory.

3.4 PEB STRUCTURAL DETAILS : DESIGN CRITERIA The Pre Engineered Building shall be designed as per the standard norms of any of the

leading suppliers. 3.4.1 Main frames :-Main frames and all other primary members would be

designed in accordance with AISC: Manual of steel construction, allowable stress design. OR The main frames and all the other

primary members would be designed in accordance with IS-800 (2007). MBMA standards / references shall not be applicable for design of Main frames and all other primary members.

3.4.2 Cold formed members : - Designed in accordance with the 1996

edition of the American Iron and Steel Institute (AISI):”Cold Formed Steel Design Manual”

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3.4.3 Welding : Should be conforming to American Welding Society(AWS) Norms. Should use Lincoln / Esab make welding electrodes only.

3.4.4 Manufacturing Tolerances - Indian standards 1852 OR ASTM – A6 whichever is having least tolerance provisions.

3.4.5 Wind Load - Should be As per Metal Building Manufacturing Association (MBMA-96) Specifications or As per IS 875 – Part 3

whichever produces the maximum effect on structure. 3.4.6 Seismic Load - Should be As per IS:1893-2002 for zone applicable for

that location and building should be Seismically compliant. 3.4.6.1 Live Load : 0.75 Kpa

3.4.6.2 Dead Load : 0.15 Kpa 3.4.6.3 Wind Speed : As Per Local Conditions 3.4.6.4 Collateral Load : 20kg/sqm for ESFR (early suppression

fast response) Sprinklers suspended from roof.

3.4.7 Purlin /Girt - Should be most efficient Z-Type / C-Type Section Type.

Also it should be Pre Punched, Pre-galvanized 120 GSM material.

3.4.8 Roof sheeting:- 3.4.8.1 Roof Sheeting : 0.55mm thick single skin Standing Seam Roof in

seamless design (without lateral joints) with Bare galvalume steel

panel of 300 MPa yield strength approx. 3.4.8.2 Final drawings of the seamless roofing system (standing seam

roof), roof insulation with skywebs, wall sheets, gutters, downspouts, sky lights, epoxy paint and cage ladders etc. to be

approved by HUL/UEnS, before site work. 3.4.8.3 Roof Sheeting of Main Warehouse : Roof slope will be according to

side wall & centre ht. given earlier. 3.4.8.4 Insulation of Roofing of the Main Warehouse : This shall be

insulated with 50mm thick Rock wool 48 kg / M3 density with aluminium facing on one side supported by weld mesh (75 x 75 x1.6mm) or sky web.

3.4.8.5 Roofing of Canopy area, lean to areas MHE Room, EB Room, Pump and Sump Room, Car Parking and Two Wheeler Parking will be of single skin (Screw Down) Tracdeck Hi-Rib or equivalent bare galvalume of 26 gauge (0.47mm) 550 Mpa, Bare Galvalume high

tensile profiled steel panels. 3.4.8.6 The sheet shall have brand marking of the manufacturer on the

back of the sheet at every 1 m to 2 m c/c for confirming genuinity of the material.

3.4.8.7 For standing seam roofing, specially designed roof clips shall be used to hold roof panels to the supporting structure member. The clip shall be designed to move freely in both directions to take care of thermal expansion and contraction.

3.4.8.8 The supporting structural member (galvanized purlins) shall be factory pre-punched as design requirements.

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3.4.8.9 Panel side laps shall be field-seamed by a self-propelled and portable electrical lock-seaming machine.

3.4.8.10 The machine field forms the final 180 degrees of a 360 degree double-lock standing seam, all side lap sealant shall be factory applied.

3.4.8.11 The panel end lap shall be joined by mean of a two piece clamped

connection consisting of a bottom reinforcing plate and top panel strap.

3.4.8.12 Manufacturers recommended specially designed ridge capping, flashing; trims, gutter and downpipe shall be used for fixing roof

system.

3.4.9 Wall Sheeting : Side end wall (all four sides) up to 3 to 3.5m height by 9” thick brick wall and balance by sheeting. Wall sheeting shall be

sheeted above 3.0m to 3.5m Brick work with 26 gauge (0.5TCT), 550 Mpa, colour Galvalume high tensile profiled steel panels.

3.4.9.1 Color coated trapezoidal profile sheet of 1015 mm effective cover

width and nominal 28 mm deep ribs with subtle square fluting in the five pan at nominal 200 mm centre-to-centre. However as sheet sizes are supplier dependent, minor variation in their dimensions are acceptable, depending on supplier. The final

dimensions to be cleared with HUL before supplier finalisation 3.4.9.2 The end rib shall be designed for anti-capillary action, to avoid any

seepage of water through the lateral overlap. 3.4.9.3 The feed material is manufactured out of nominal 0.45 mm Base

Metal Thickness (BMT), Hi-Tensile steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% Aluminium, 45% Zinc) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with Super Polyester Colorbond

XRW quality paint coat as per AS/NZS 2728 Class 3. 3.4.9.4 The paint shall have a total coating thickness of nominal 35 μm,

comprising of nominal 20 μm exterior coat on top surface and

nominal 5 μm reverse coat on back surface over nominal 5 μm primer coat on both surfaces of approved color shade.

3.4.10 Gutters :- Should be made of sheeting materials. 3.4.11 Downspouts : Crimped downspouts made of Zincalume /

Colorbond. 3.4.12 Sky Light :- Single skin clear Translucent FRP skylight panels to

be provided for 5% of roof area. Size 0.6 to 1.0 m (W)*3.3m (L)*1.5mm thick and should be aligned with Racking Aisles. (

HUL to provide racking layout for alignment the FRP roof sheet to get necessary lighting in the aisle.) However as FRP translucent roof panel sizes are supplier dependent, minor variation in their dimensions are acceptable, depending on supplier. The final

dimensions to be cleared with HUL before supplier finalisation. 3.4.13 Painting : All Structural non galvanized members should be

applied with 2 coat of standard Epoxy based primer ( 30 DFT each

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) and subsequently should be painted with 3 coats (35 DFT each) of which 3rd coat of Epoxy paint will be applied at site before erection.

Both Primer and Epoxy Paint should be of Asian Paints; Berger make or Akzo Nobel make. Purlins: Pre galvanized.

3.4.14 Screws :- Class 3/ Class 4 fastners. 3.4.15 Skyweb :- Skyweb or weldmesh of size 75 x 75 x1.6mm for support

of insulation and fall protection. 3.4.16 Cage Ladders: 2 Nos. roof cage ladders to be provided up to roof

height externally for any maintenance. 3.4.17 Anchor bolts : Finish Black steel.

3.5 FLOORING :

3.5.1 Floor Load - Floor design loading for warehouse should be 5 Ton per SqM. Ware House Floor design suitable for Double

Deep / Selective Pallet Racking ( one pallet Weight @ 1000 Kg ) and material movement by Double Deep Reach Truck / Fork Lift / BOPT / HPT. The racking is 7 Level high pattern.

(Calculations of the Load Carrying Capacity should be submitted to HUL for Validation)

3.5.2 Flooring Level – The Inside Ware House Floor Level Difference & flatness requirement should comply to TR 34 & FM 2 Specs.

3.5.3 Flooring (Surface treatment) – The floor should be Treatment like Ashford Formula or equivalent to prevent any abrasion of floor due to Heavy Material Equipment Movement. The concrete surface shall be finished with power trowel.

3.5.4 Floor Slab Sizes – 3.5.4.1 Should be such that one side the floor joint should fall within Flue

of racking. Looking at the Racking layout of the warehouse the width of the slab to be suitably made.

3.5.4.2 The joints which are falling in the movement of MHEs should be suitably protected so that there are no possibilities of any damage due to Equipment movement.

3.5.4.3 Both contraction and construction (expansion) joints will be required, and at the same time construction joints can also function as contraction joints. Contraction joints are formed by saw cutting to a certain depth.

3.5.4.4 A filler at saw-cut joints is a rigid material that supports the edge of the joint when heavy traffic crosses.

3.5.4.5 Fillers should be checked at the end of the first year of service and repaired or replaced as needed.

3.5.4.6 Expansion joints shall be finished-off with a solid joint type with edge protection to be realized in between.

3.5.4.7 Dowel bars are to be introduced for vertical loads across the joints to prevent vertical movement.

3.5.5 Flooring Substrata Preparation – Should be such that there are no possibilities of any uneven settlement of flooring slab are there. If any expansive soil or very loose soil present below the subgrade level

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same shall be replaced or grade on slab shall be designed as structural slab supported by suitable structural system by neglecting

soil support below. 3.5.6 Waterproofing - For all internal slabs, 0.2 mm thick waterproof

membrane of HDPE lapped 150mm and taped at joints.

3.6 MHE CHARGING & MAINTAINANCE AREA :- ramp for entrance, dock

doors height

3.6.1 Area :- Provision of area adjacent to main warehouse having dimension of 10.0.m x 65.0 m x 6.0 m clear height as shown in the

drawing - equivalent area 650 sqm. as shown in the drawing (Appendix-8).

3.6.2 Location :- As shown in Appendix-8. 3.6.3 Floor :-The floor of the battery changing room should be treated so

as to be acid resistant in the event of spillage of fluid from batteries or should be provided with Acid Resistant Tiles. Same type of tiles shall be considered for 1.2m height skirting.

3.6.4 Ventilation:-Exhaust ventilation shall be required to ensure the removal of gases produced by battery charging. Ideally we should have 12 Air changes / hr. Smoke detection with alarm system for this area to be provided.

3.6.5 This area must have a carbon pit for battery wash station. 3.6.6 A gantry/ jib crane (capacity 500 kgs.) / changing trolley should be

installed for changing batteries for MHE. Charging points will be provided based on the number of MHE’s plying in the DC.

3.6.7 A shower with eye bath should be provided adjacent to this area. 3.6.8 The flooring of the MHE room will be designed to carry a load of 5 MT

/ SqM. 3.6.9 The clear height will be minimum 6.0m.

3.6.10 The lean to roof shall be 26 guage (0.47mm) thick single skin (Screw Down) Tracdeck Hi- Rib or equivalent bare galvalume550 MPa yield strength without insulation.

3.6.11 The side walls will be of 3.0m brick wall and the balance cladding. 3.6.12 There would be 2 motorized rolling shutters of 3.0m W x 5.0m H. 3.6.13 Adequate lighting to be provided (100 Lux). And light fitting in this

area should be flame proof.

3.7 DOCK DOORS :- Total Number 63 dock doors on the longer opposite side walls having size :- 2.5m wide x 3.0m high. Of these 2 Nos. as “open dock doors” as shown in the drawing measuring 4.0m x 4.0m on the

dispatch side and other 2 doors will be with 5 mtr height for entry exit of MHE).

3.7.1 Emergency dock doors :- 2 Nos with canopy and RCC ramp 1:13 outside. One door to directly lead into the battery charging area.

3.7.2 Shutters for dock doors :- Electronically operated, locking from inside and size of Rolling shutter 2.5 m wide x 3.0m high. Rolling

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shutters shall be provided with one coat of primer and two coats of enamel paint.

3.7.3 Dock levelers :- 19 Nos. dock levellers on receiving sides and 21 Nos. on despatch sides , 10 Ton static Capacity , Width to be 2 m and Length to be 2.75 m automatic hydraulic type- with bumpers -two dock bumpers /Dock.

3.7.3.1 To make necessary provisions in remaining dock areas to add in dock levellers in future.

3.7.4 Emergency Doors:- Provision of emergency exit door with Push bar Handles as per statutory requirement of one door at every 60 m

Brick steps and hand rails will also be provided. These emergency doors will be of 2 hours fire rating, opening outside from the warehouse of 1200 mm x 2400 mm as shown in the drawing will need to be provided.

3.8 OFFICE AREA , WORKERS AMENITIES AND OTHER FACILITIES.

3.8.1 FIRST FLOOR : 3.8.1.1 The mezzanine is to be designed for a load of 350 kgs / Sqm.

3.8.1.2 The side wall of the first floor mezzanine to be of 3.0m height brick wall on two sides and gypsum board cladding on the balance two sides.

3.8.1.3 Gypsum board false ceiling to be suspended from MS Channel

which is to be laid across the side walls. 3.8.1.4 Provision of one staircase of 5 feet width from ground floor to first

floor. Should have provision of hand rails. The Clear height of the first floor mezzanine will be 9 feet.

3.8.1.5 Every 100 Sq.ft to be illuminated with 72W CFL. 3.8.1.6 To use vitrified tiles of size 2ft x 2ft . 3.8.1.7 Adequate Nos. of doors and windows to be provided. 3.8.1.8 To provide One coat of white cement and 2 coats of cement paint.

3.8.2 GROUND FLOOR : 3.8.2.1 Dimension : approx. 20.0m x 17.0 m equivalent area 340.00 sqm as

shown in the drawing. 3.8.2.2 The clear height of the ground floor mezzanine will be of 3.0m

height. 3.8.2.3 The roof to be of RCC roof along with steel deck.

3.8.2.4 Provision of false ceiling using Gypsum board. 3.8.2.5 The side walls of the ground floor mezzanine to be of 3.0m brick

wall on two sides and gypsum board cladding on the balance two sides.

3.8.2.6 Every 100 Sq.ft to be illuminated with 72W CFL. 3.8.2.7 To use vitrified tiles of size 2ft x 2ft. 3.8.2.8 Provision of – (a) Gents toilet - 1 EWC, 1 IWC, 2 Urinal pots and 2

Nos. wash basins. (b) Ladies toilet - 1 EWC, 1 IWC and 2 Nos of

wash basins. Adequate exhaust fans will be provided. 3.8.2.9 The entire toilet walls to be cladded to an height of 6ftusing

ceramic tiles of Somany or Johnson tiles or equivalent make.

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3.8.2.10 Sanitary wares of make Hindware, Parryware or equivalent to be used.

3.8.2.11 Adequate Nos. of doors to be provided. 3.8.2.12 One coat of white cement and 2 coats of cement paint. 3.8.2.13 Provision of a Receiving office with counter at the ground floor of

size 90 SqM 10 m x 9 m and with use of gypsum board for partition

and false ceiling. 3.8.2.14 To provide false ceiling for the entire ground floor office. 3.8.2.15 Provision of adequate aluminum framed glass windows. 3.8.2.16 Provision of a Dispatch office with counter at the ground floor, on

dispatch side, of size 90 SqM 10 m x 9 m and with use of gypsum board for partition and false ceiling.

3.8.3 OTHER FACILITIES:-

3.8.3.1 Electrical Panel Room:-

3.8.3.1.1 To provide 1 no. HT-LT cum PCC/LDB electrical panel room. 3.8.3.1.2 Dimension : approx.5.0m X 10.0m having equivalent area 50 sqm

and as shown in the drawing and will be of complete PEB construction

3.8.3.1.3 The room shall have Cement flooring, all four sides will be closed using brick walls and the front side, with provision of manually

operated rolling shutters. Adequate lighting to be provided with necessary ventilation.

3.8.3.1.4 The Electrical Panel Room will be of single skin bare galvalume of 26 gauge (0.47mm). (Screw Down)

3.8.3.1.5 Structures shall be painted with one coat of red oxide primer and 2 coats of enamel paints.

3.8.3.1.6 Providing proper electrical insulation floor mats, round bottom sand buckets with bucket stand in the panel room.

3.8.3.2 Drinking cum fire water sump room :-

3.8.3.2.1 UNDER GROUND SUMP AND PUMP ROOM.

3.8.3.2.2 Dimension : approx.15m X 10.0m equivalent area 150 sqm. as shown in the drawing.

3.8.3.2.3 Pump and Sump Room will be of single skin bare galvalume of 26 gauge (0.47mm). (Screw Down) Clear height 3m.

3.8.3.2.4 The Sump and Pump room will be complete of PEB construction. 3.8.3.2.5 Three sides will be closed using brick walls and entire 18.0m front

will be open. 3.8.3.2.6 The sump will have a capacity 200,000 (or as per GRC

recommendations) for underground RCC tank. 3.8.3.2.7 Adequate lighting to be provided. 3.8.3.2.8 Cement flooring. 3.8.3.2.9 Steel structures in Sump and Pump Room will be painted with one

coat of red oxide and 2 coats of enamel paints. 3.8.3.3 Workers change room / Toilet :-

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3.8.3.3.1 Dimension : approx. 6.0m X 10.0m equivalent area 60 sqm. Having separate blocks for men and women.

3.8.3.3.2 Clear height 3m. 3.8.3.3.3 With provision of Gents toilet - 3 EWC, 3 IWC, 6 Urinal pots and 6

Nos. wash basins. 3.8.3.3.4 With provision of ladies toilet - 1 EWC, 1 IWC and 2 Nos of wash

basins. 3.8.3.3.5 Adequate lighting shall be provided. 3.8.3.3.6 Workers Toilets will be complete of RCC construction. 3.8.3.3.7 The entire toilet walls will be cladded to an height of 6ft using

ceramic tiles of Somany, Johnson tiles or equivalent make. 3.8.3.3.8 Adequate exhaust fans will be provided. 3.8.3.3.9 The location and details are furnished in the enclosed drawing. 3.8.3.4 Truck Drivers Toilet/ drinking water counter cum amenities/rest

room. 3.8.3.4.1 Dimension : approx. 6.0m X 11.0m equivalent area 66 sqm. as

shown in the drawing, which will be near to truck parking area.

3.8.3.4.2 Clear height 3m. 3.8.3.4.3 With provision of Gents toilet – 3 IWC, 3 Urinal pots and 3 Nos.

wash basins. 3.8.3.4.4 Adequate lighting to be provided in toilet and rest room.

3.8.3.4.5 Drivers rest room and toilet will be complete of RCC construction. 3.8.3.4.6 Provision of Sufficient capacity of Septic Tank / Sewage Treatment

Plant will be provided. 3.8.3.4.7 One coat of white cement and 2 coats of cement paint.

3.8.3.4.8 The entire toilet walls will be cladded to an height of 6ft using ceramic tiles of Somany, Johnson tiles or equivalent make.

3.8.3.4.9 Adequate exhaust fans will be provided. 3.8.3.5 Labor rest room :-

3.8.3.5.1 To provide for labour rest room in main warehouse building suitable for 200 employees per shift. Room having approx. dimensions are 10.0 m x 30.0m equivalent area 300 sqm. as shown

in the drawing. 3.8.3.5.2 Outer partition and false ceiling to be done using gypsum board. 3.8.3.5.3 Every 100 Sq.ft will be illuminated with 72W CFL. 3.8.3.5.4 Provision of necessary wall mounting fans in the Labour Rest

Room. 3.8.3.6 Security building (1 ):- 3.8.3.6.1 Dimension : approx. 4.5m X 4.5m equivalent area 20.25 sqm as

shown in the drawing.

3.8.3.6.2 Clear height 3m. 3.8.3.6.3 Provision of adequate Nos. of Aluminum / Glass windows and

provide wooden flush doors. 3.8.3.6.4 Every 100 Sq.ft to be illuminated with 72W CFL.

3.8.3.6.5 To use vitrified tiles of size 2 ft x 2 ft for the flooring. 3.8.3.6.6 Security room to be complete of RCC construction. 3.8.3.6.7 One coat of white cement and 2 coats of cement paint.

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3.8.3.7 Pantry and Canteen Area :

3.8.3.7.1 Dimension : approx. 20.0 m X 10.0m equivalent area 200 sqm. 3.8.3.7.2 Clear height 3m. 3.8.3.7.3 Every 100 Sq.ft to be illuminated with 72W CFL. 3.8.3.7.4 To use vitrified tiles of size 2ft x 2ft for the flooring.

3.8.3.7.5 Pantry will be complete of RCC construction. 3.8.3.7.6 To provide 4 Nos. of wash basins for hand wash. 3.8.3.7.7 One coat of white cement and 2 coats of cement paint.

3.8.4 Toilets & Urinals.- Already specified in respective locations. 3.8.5 Waste water treatment :- 3.8.5.1 A suitable design STP to treat effluent collected from various

Toilets in the premises.

3.8.5.2 The Water and Sewage Treatment plants should be designed accordingly. The water consumption should be considered as 45 Lit/ Person and the STP should be designed for 100% water

requirement. 3.8.5.3 The design of the septic tanks provided at various locations in the

plot should meet the local PHE norms and to be made accordingly. 3.8.5.4 Sewage Treatment Plant to be designed based on per capita

consumption of 45 ltrs per day for approx. 600 employees. The total STP capacity shall 27 KL per day.

3.8.5.5 The water from the outlet of the STP to be used only for gardening. 3.8.5.6 The design of sewage treatment plant & rainwater harvesting

system to be submitted to HUL/UEnS for approval, prior to execution.

3.9 OPEN AREA : PARKING YARD; ROADS & OTHER FACILITIES:-

3.9.1 Sufficient space for docking and maneuvering of 40 ft containers to be provided as per layout drawing Appendix-8.

3.9.2 Parking space.

3.9.2.1 These areas will be totally isolated from the other parts of the warehouse as shown in the drawing with an independent motorized gate.

3.9.2.2 The flooring of the parking area will be of inter locking pre cast

concrete Paver blocks (according to IS 15658:2006). These blocks will be laid on a compacted sub base RCC layer, with bedding sand course. The paver blocks will be laid with spaces & joints will be filled with fine sand.

3.9.2.3 The entire parking area will be compounded to a height of10ft using hallow bricks i.e. without plastering.

3.9.2.4 Adequate lighting to be provided in the area. 3.9.3 Employee Parking :

3.9.3.1 Car Parking space for 5 nos:- 3.9.3.1.1 Dimension : approx. 10.0m X 12.5m equivalent area 125 sqm as

shown in the drawing.

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3.9.3.1.2 Car Parking to be of single skin bare galvalume of 26 gauge (0.47mm). (Screw Down) - Clear height between 2.5 m to 3.0m.

3.9.3.1.3 Structures to be painted with one coat of red oxide primer and 2 coats of enamel paints.

3.9.3.1.4 Every 100 Sq.ft to be illuminated with 72W CFL. 3.9.3.1.5 The Car parking to be complete of PEB construction. All four sides

open. 3.9.3.1.6 Flooring – interlocking concrete blocks. 3.9.3.1.7 The location and details are furnished in the enclosed drawing for

parking 10 cars.

3.9.3.2 Two wheeler parking space for 100 nos:- 3.9.3.2.1 Dimension : Area 380 sqm. 3.9.3.2.2 Two Wheeler Parking to be of single skin bare galvalume of 26

gauge (0.47mm). (Screw Down) - Clear height between 2.5 m to

3.0m. 3.9.3.2.3 Structures to be painted with one coat of red oxide primer and 2

coats of enamel paints.

3.9.3.2.4 Flooring – interlocking concrete blocks. 3.9.3.2.5 Every 100 Sq.ft to be illuminated with 72W CFL. 3.9.3.2.6 The Two Wheeler parking to be complete of PEB construction. All

four sides open.

3.9.4 Boundary Wall 3.9.4.1 To provide a compound wall all around the area with a minimum

height of 10 ft from the road level when measured from outside of the warehouse by using 6” hallow bricks without plastering.

3.9.4.2 The top of the compound wall shall be secured with Concertina coils for a height of around 2 ft with necessary supports.

3.9.5 Storm Water Drain / Rain water harvesting :- 3.9.5.1 Storm water draining system around the warehouse to be provided

to prevent water logging inside the warehouse. 3.9.5.2 The outlet will be connected to the nearby catchment point. 3.9.6 Scrap Yard/ DG Set rooms / Fresh water & Fire fighting system pump

room. 3.9.6.1 Scrap yard area should be 6 m X 10 m equivalent to 60 SQM in

Appendix-8. This should be covered with chain link fencing and gate.

3.9.6.2 DG Set Room to be provided as marked in the layout per Appendix-8.

3.9.7 Hardening of Open Dock area : 3.9.7.1 Roads to be provided as per approved master layout (As per

Appendix-8) 3.9.7.2 Roads should be able to take traffic load 20-25 nos 40 ft Trucks

per hour. 3.9.7.3 8m wide Cement concrete road fulfilling the above design and load

carrying capacity to be provided with 1 m wide Paver Blocks on each side with drains.

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3.9.7.4 The open area marked as ‘future expansion of the warehouse’ should be with Paver Block flooring for use as above or for

parking.

3.9.8 Roads to and around the warehouse. 3.9.8.1 Construction of 9M wide Mastic with WBM main approach road

from NH / SHW to the campus - separate side roads required for cycle & two wheelers within the campus for road safety.

3.9.8.2 Internal RCC road of 9M width all four sides of warehouse as per proposed MP - 1M wide pathway to be marked. RCC road

construction, traffic signage, reflectors, lane marking, curbs, mirror, accessories etc as per Highway Std.

3.9.8.3 Trucks and Personal vehicles should have separate roads and should not intersect with each other at any point.

3.9.8.4 8M wide RCC road / Flooring with adequate slope for water drainage at the both sides of the warehouse along docking of trucks.

3.9.8.5 Cement concrete road fulfilling the above design and load carrying capacity to be provided.

3.9.8.6 Common area road of approx. 40ft from the entrance to Ware House site. Adequate lighting is to be provided in the common

road. 3.9.9 Provision of underground hume pipe / RCC trench. :- 3.9.9.1 Provision of underground Hume Pipe / RCC trench crossing the

main road ( south side ) and side roads for storm water

evacuation, effluent collection, drinking water supply, fire hydrant piping, main LT in-comer for the proposed warehouse. Suitable access manhole for all such termination points to be provided for maintenance in future.

3.9.9.2 This facility is to be designed for a total of 300 People working round the clock. The Water and Sewage Treatment plants should be designed accordingly. The water consumption should be

considered as 45 Lit / Person and the STP should be designed for 100% water requirement.

3.9.10 Firefighting tank :- Should be designed for 1 hr of continuous

discharge. Approx Tank Capacities will be as per GRC ,

3.10 ROOFING:-

3.10.1 The Roof Material should conform to the specifications

mentioned in earlier. 3.10.2 Roof should be designed to withstand conditions for storms

with a return period of 50 years. 3.10.3 The Roof and Roof Supporting Structure should be strong

enough to hold ESFR (early suppression fast response) roof sprinklers and pipe work for a warehouse deluge system. Same

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should be considering collateral load of 20 kg / sqm for fire sprinklers apart from other load.

3.10.4 Roof slopes should be designed to bear with local rainfall and facilitate maintenance.

3.10.5 Insulation - 50mm thick Rockwool one side Aluminium facing (Rockinsul) should be installed on the roof sheetings. There should

be an effective temperature difference of 5-8 Degree Celsius from the Outside Temperature.

3.11 VENTILATION & AIR CONDITIONING :-

3.11.1 Ventilation :- 6 Air changes per hour with the combination of Louvers / Gravity Ventilators/ Ridge Ventilators/ Roof Monitors. Design Calculations to be provided.

3.11.2 Ridge Ventilators (if used) - Dimensions as per ventilation

design calculations. 3.11.3 Louvers (for fresh air inlet) - Fixed louvers, to be located under

the canopy on two sides (length wise).The Louvers should be with

Bird Mesh to prevent any entry of birds or insects. The Profile should be such that it prevents rain water from Seeping inside the Ware House.

3.11.4 Air Conditioning :- On ROI basis to be decided later.

3.11.5 Mechanical Ventilation should be provided to :- (i) Amenities Areas. (ii) Lunch Room / Kitchen and (iii) Battery Charging Area.

3.12 Sustainability features:-

3.12.1 Sky lighting - The roof sheeting’s should be made up of F.R.P. translucent Sheets (As mentioned in Section – 3.4.12) aligned with the racking aisles so that the day light is suitably utilized and consumption of electricity can be reduced.

3.12.2 Rain Water Harvesting - Storm water drainage system of campus should be connected with the proposed warehouse compound to avoid local flooding during monsoon and rainwater

harvesting system to make the site water positive as a part of Environmental sustainability

3.12.3 Street Lighting - The Street Lights installed around the campus should MSEB Powered.

3.12.4 LED Lighting – Efforts should be made to use LED Lightings in the warehouse. A suitable justification w.r.t. normal Lighting for the usage of the same should be prepared.

3.13 ELECTRICAL & LIGHTING :- 3.13.1 Total load requirement – 350 - 400 KVA HT/LT Grid Power form

nearest SEB Grid. To arrange and to obtain a 350 KVA HT power connection. 400 KVA HT power connection with provision of a

transformer of desired capacity with on load tap changer. Transformer with stabilizer and distribution PCC for supply of stabilized LT power supply to warehouse of required electrical load;

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this should be further expandable to accommodate the expansion of the warehousing space.

3.13.2 Emergency Power Generation:- 3.13.2.1 Provision of Sufficient back up using DG set during grid power

failure to be installed for uninterrupted power supply for Ware House operation during 24 X 7 Hrs by way of provision of 2 Nos. of

160 KVA each DG Sets with manually operated change over switch as stand by. Detailed specification of DG Sets along with the guarantee / warranty to be as offered along with the supply.

3.13.2.2 This should cater for 50% lighting, 50% of air conditioning, full

operation of dock levelers and 100% of battery charging, in addition to Office operations and essential fire services should be provided.

3.13.2.3 The location will be adjacent to Electrical Panel room.

3.13.3 Provision of supply feeder from nearest SEB substation. 3.13.4 Electrical SLD, specifications and make should comply with all

electrical safety standards applicable to warehouse as per HUL

standard during design, layout, installation and commissioning. 3.13.5 Heavy Exhaust fans (for continuous duty) to be provided at every

15M on the side ventilators for forced air circulation in Battery Charging Room.

3.13.6 Provision of sufficient number of industrial power supply socket 63Amps for battery chargers.

3.13.7 All MCC / PCC/ LDBs / Stabilizer Transformer, electrical cabling / wiring / Lamp / Fans fittings should be complete with

Electrical protection like fuse, MCB, RCCB/ ELCB to be provided for isolating the circuit in case of short circuit and earth faults/ leakage current. Human safety and DC safety to be ensured by installing above components.

3.13.8 For 100KVA load min. 6 ELCBs required. 3.13.9 Illumination levels in the warehouse are to be maintained as

per following list-

Area Lighting Intensity

Warehouse Racked areas minimum 150 Lux on the Horizontal Plane at 1metre above floor level.

Open areas minimum 200 Lux on the Horizontal Plane at 1 metre above floor level.

Internal security lighting at strategic locations.

Office 400 Lux in Offices, Meeting Rooms. 150 Lux in circulation areas.

Amenities 200 Lux.

Canopy Area 100 Lux on a Horizontal Plane 1 metre above ground level.

Site Security. Flood lights / Two High Mast lamp (9 m height) at strategic locations.

3.13.10 Adequate nos of Earthing pit (GI Pipe / Cup. Plate), Earthing ring

main, double visible earthing to all MCC/ Panel / Lamp fittings etc.

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3.13.11 Sufficient Numbers of Lightning Arrestor with grid / earth pits as per IS standards are to be provided.

3.13.12 Street light poles of campus and within Warehouse roads. Grid Powered Street Lights are required for uninterrupted operations. Two numbers High Mast lamp post (with climbing winch) 9 m height and multiple lamps area required at critical points of the warehouse.

Preferably near the Docking Areas and Truck Parking Areas. 3.13.13 Lights in all the areas should be equipped with appropriate

Covers (Plastic) or should be of Shatter proof design to prevent Glass Contamination in case of lamp breakage.

3.13.14 The detailed electrical drawing of the entire warehouse to be provided.

3.13.15 Outside the warehouse area : The lighting will be of 50 Lux approx

3.13.16 Street Lighting : To provide sodium vapour lamps 3.13.17 For Office and other Auxiliary buildings : Lighting will be 72W

CFL.

3.14 FIRE PROTECTION:- 3.14.1 Design:- Selection and design of the fire protection system is to

be integrated in the building design , smoke control , fire fighting

access , escape distances , etc so as to provide a facility which best suits HUL’s operational needs . Fire escape tunnels are to be avoided if possible. Please refer fire protection manual issued by FM Global Recommendations and NFPA.

3.14.2 Controls:- To be provided as per regulations and authority requirements.

3.14.3 ESFR Roof Fire sprinklers - To be provided to meet FM Global standards on ROI basis.

3.14.4 Fire Hydrant and hose reel system.:- To be provided as per authority regulations and to include Ring Main. Fire protection equipments such as fire hydrant, hose reels. All to be in compliance

with local fire authorities and standards. 3.14.5 SMOKE CONTROL .Smoke control, including detection, venting

and smoke curtains to regulations and authority requirements. Smoke curtains or fire wall partitioning, if required, not to interfere

with racking and forklift operations to be provided on ROI basis. 3.14.6 Fire extinguishers , fire blankets :-To be provided to authority

regulations on ROI basis. 3.14.7 Testing:- Pressure testing of pipes and valves to be done prior

to trench backfilling or concreting. Apply identification labeling to pipe work in ceiling spaces, service ducts and inspection junction boxes.

3.14.8 ALARMS. An audible alarm for evacuation purposes is to be

provided on ROI basis.

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3.15 MATERIAL HANDLING :- TO BE PROVIDED SEPERATELY ON ROI BASIS.

3.16 DATA CABLING :- TO BE PROVIDED SEPERATELY ON ROI BASIS

3.17 SECURITY – CC TV & Intercom:- TO BE PROVIDED SEPERATELY ON

ROI BASIS

3.18 BOREWELLS : 3.18.1 One borewell with submersible pump to be provided with

required approvals/ permissions. 3.18.2 Adequate No. of food grade Sintex or equivalent make overhead

tank to be provided wherever necessary.

3.19 SERVICE MAINTENANCE OF AMENTITIES:- Periodical maintenance of items like Generators, Dock Levelers, Fire Hydrant and connected accessories, Rolling Shutters, all types of Electrical Items, Sewage

Treatment Plant, Periodical cleaning of Septic Tank, Maintenance of Pumps and Motors etc. shall be under Intending lessee’s scope. Similarly maintenance of fitout items will also be carried out by intending lessee.

3.20 Wall and Roof Panel : 3.20.1 Exterior and interior finishes on the roof panel shall be

unpainted Aluminium / Zinc alloy coated panel.

3.20.2 Exterior finish coat on the wall panel shall be modified silicon polyester paint with color selected from the standard color guide of the supplier.

3.20.3 Interior finish coat of wall panels shall be polyester paint,

Light-Grey color. 3.20.4 The coil manufacturer shall apply colour coating after proper

hot dipped metallic coating and priming has been applied.

3.20.5 Finish coats of paints shall be applied and baked on the surface as per the coil manufacturer’s standards.

3.20.6 Exterior wall panels will be in the colour combination of blue and white shade as in our other existing warehouses.

3.21 PAINTING : 3.21.1 Wall Painting : One coat of white cement and 2 coats of cement

paint.

3.21.2 Structure Painting : Structural painting in all auxiliary buildings except the main warehouse shall be with one coat red oxide paint and two coats of enamel paints.

3.22 OTHERS : Provision of any additional fit outs like Sprinklers in the main warehouse, Aerosol Storage Area, necessary air conditioning units, furniture fittings and partitions on ROI basis only.

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Appendix Appendix 1 : SHE standards for modern warehouses. Appendix 2 : Electrical standards. Appendix 3 : Access Control standards.

Appendix 4 : Standards for working at height. Appendix 5 : Standards for warehousing of AEROSOL. Appendix 6 : List of codes for references. Appendix 7 : FM Global standards for roof sprinklers.

Appendix 8 : Proposed Layout plan for site.- Vapi Appendix 9 : Proposed stacking pattern inside D_C. - Vapi