Prefab Hut/House of size 4.88 M X 19.52 M Average Turn Over of Last 3 Years 300 Lakh (s) Prefab Hut/House Of Size 4.88 M X 19.52 M ( 61 ) Technical Specifications Specification Specification Name Values Allowed Values GENERIC Type of Prefab HUT/House With Verandah Conforming to GeM DRG. NO.113 (VERSION-2015) With Verandah Conforming to GeM DRG. NO.113 (VERSION-2015) Type of Roof of Prefab HUT/House Roof of corrugated prepainted galvanised steel sheet Roof of corrugated galvanised steel sheet

Prefab Hut/House of size 4.88 M X 19.52 M Average Turn Over of Last 3 Years 300 Lakh (s) Prefab Hut/House Of Size 4.88 M X 19.52 M ( 61 ) Technical Specifications Specification Specification Name Values Allowed Values GENERIC Type of Prefab HUT/House With Verandah Conforming to GeM DRG. NO.113 (VERSION-2015) With Verandah Conforming to GeM DRG. NO.113 (VERSION-2015) Type of Roof of Prefab HUT/House Roof of corrugated prepainted galvanised steel sheet Roof of corrugated galvanised steel sheet

Roof of corrugated prepainted galvanised steel sheet Pre-fabricated Huts shall be manufactured by using Double skin insulated flat cement sheet board (asbestos fibre) panels for wall and CGI sheet roof Double skin insulated flat cement sheet board (asbestos fibre) panels for wall and CGI sheet roof Pre-fabricated huts having 2 doors - 8 windows - 7 fabricated steel trusses and with false ceiling. - Scope of supply (Offer Price to include all cost components) Supply

Installation

Testing and Commissioning of Hut/House Supply

Testing and Commissioning of Hut/House Transpotations Freight charges Offer Prices are on Free Delivery at Consignee site basis. Offer Prices are on Free Delivery at Consignee site basis. 1/12 Approval of Advance sample before Bulk Supply No Advance Sample After award of contract

Seller shall have to get Advance sample approved from Buyer before manufacturing starting Bulk supplies. Buyer shall approve provide list of modifications required within 10 days of offer of advance sample. If there is delay in approval of advance sample from Buyer side

the delivery period shall be regularized for the period of delay in sample approval.

No Advance Sample Foundation for Prefab Hut Building of Foundation at site shall be the responsibility of the Consignee and the Seller shall Install Erect and Commission the structure on the foundation constructed upto plinth level by the Consignee. Building of Foundation at site shall be the responsibility of the Consignee and the Seller shall Install Erect and Commission the structure on the foundation constructed upto plinth level by the Consignee. Time Period for Completion of Erection work at site by Seller Within 60 days of the date of receipt of consignee's confirmation regarding completion of ground and foundation work Within 45 days of the date of receipt of consignee's confirmation regarding completion of ground and foundation work

Within 60 days of the date of receipt of consignee's confirmation regarding completion of ground and foundation work Payment Terms Bill/invoice to be submitted in two parts by seller (80% and 20%). Payment for initial 80% to be made within ten (10) days of receipt of goods by consignee. Bill for balance 20% to be raised by seller after completion of installation commissioning

and to be released by Buyer Bill/invoice to be submitted in two parts by seller (80% and 20%). Payment for initial 80% to be made within ten (10) days of receipt of goods by consignee. Bill for balance 20% to be raised by seller after completion of installation commissioning

and to be released by Buyer 2/12 with in ten (10) days of issue of consignee receipt-cum- acceptance certificate after Successful installation Commissioning with in ten (10) days of issue of consignee receipt-cum- acceptance certificate after Successful installation Commissioning Suitability structural stability completness of structures

the structure is intended for use in In wind condition of 55m/s

in Seismic zone V and ambient temperature of 0 degree C to 50 degree C. Huts should be structurally stable and suitable to meet severity of these climatic condition. In wind condition of 55m/s

in Seismic zone V and ambient temperature of 0 degree C to 50 degree C. Huts should be structurally stable and suitable to meet severity of these climatic condition. Type of glass fitted on windows/Ventilators Plain Pin head type

Plain DESIGN/MATERIAL OF WALL PANELS Design of wall panel As per GeM DRG. NO.121 & 123(VERSION-2015) - Wall made in sandwich panel system using 2 Numbers 10 mm thick cement flat sheets/boards (Asbestos free) as skins conforming to IS 14276 Latest as amended uptodate IS 14276 Latest as amended uptodate

Category 3 Type B of IS 14862:2000 latest as amended up to date Sandwich material - 27 mm gap in between wall skins to be filled with 27mm thick expanded polystyrene core having bulk density of 15 Kg/Cum conforming to IS 4671:1984 type I (Latest) - Panel Strengthened On all four sides By 'W' shaped pre- profiled steel section made from 0.63 GI steel sheet/coil - Cement sheet and expanded polystyrene core to be bonded together using bonding material PVA (polyvinyl acetate) based conforming to IS 4835/Latest

uniformly & fully applied on both sides of the expanded polystyrene cores to ensure proper bonding of the panels. No patching of adhesive will be accepted - 'U' shaped ground track size (panels to 52.5mm X 35mm X 1.25mm made from GI - 3/12 be inserted one by one) steel sheet/coil Bottom track to be fixed To the concrete platform at plinth level by suitable fastners screwed into PVC expandable Screw cap - Interlocking of wall panel(lengthwise) using cold-formed rectangular hollow steel section of size 50mm X 25mm X 1.25mm - Wall corners to be concealed With corner angle of 125mm X 125mm X 1.25mm made from GI steel sheet/Coil - Top of walls to be concealed With 'U' shaped top track of size 52.5mm X 35mm X 1.25mm made from GI steel sheet coil - Sellers are free to adopt higher sizes/reinforcement For better fitment or mating of components or for improved stability - ROOF & ROOF FRAME WORK Design of roof As per GeM DRG. NO.119(VERSION-2015) - Wall height at eaves and central gable 2750mm at eaves and 3360mm at central gable - Roof to be done with Corrugated prepainted galvanised steel sheets and prepainted galvanised steel sheet ridge cover with thickness of BMT 0.63mm conforming to IS 14246/Latest. Top coat of sheet shall be PVDE/Sillicon modified Polyester having thickness of 20 micron (Min) and Back coat shall be of Alkaloid epoxy or polyester having thickness of 7 micron(Min). A protection sheet (Polyethylene) shall also be provided on top coat of the sheet for transport. The durability of paint coating shall Galvanised corrugated sheets of 0.63mm thickness conforming to IS 277/Latest having min. 275gsm galvanising

Corrugated prepainted galvanised steel sheets and prepainted galvanised steel sheet ridge cover with thickness of BMT 0.63mm conforming to IS 14246/Latest. Top coat of sheet shall be PVDE/Sillicon modified Polyester having thickness of 20 micron (Min) and Back coat shall be of Alkaloid epoxy or polyester having thickness of 7 micron(Min). A protection sheet (Polyethylene) shall 4/12 correspond to class 1 as per table -1 of IS :14246:2013. (Colour shade of exterior finish shall be Olive Green of colour code RAL6028.The Seller shall furnish manufacture's test certificate indicating material of coating and suitablity of exterior application. also be provided on top coat of the sheet for transport. The durability of paint coating shall correspond to class 1 as per table -1 of IS :14246:2013. (Colour shade of exterior finish shall be Olive Green of colour code RAL6028.The Seller shall furnish manufacture's test certificate indicating material of coating and suitablity of exterior application. Roof to be laid over Frame work of trusses - columns and purlins fixed using suitable fasteners like 'J' hooks with bitumen washers and nuts/bolts. - Size of Ridge cover to be fixed on top junction of roof of same materail as Roof 225 X 225 X 0.63 mm - Roof slope 1:4(approx) - Purlin to be provided on the roof Of size 66 X 33 X 2.9mm at the eaves and at gable roof extension(out side the structure) - Roof projection in case of no verandah(in front) Min. 400mm from the eaves wall and 300mm from gable walls - Roof projection As per GeM DRG. NO.109 & 119(VERSION-2015) - Purlin provided on the trusses At a max. pitch of 1000 mm or less and are fixed and flushed with the top level of trusses with the help of 5mm thick MS end plates and 10mm nuts/bolts - Column to be welded With 5mm thick MS end plate and to be fixed to the foundation bolts through this plate - Trusses/purlins to be fixed Using 5mm thick MS end plates and 10 mm - 5/12 nuts and bolts Trusses (supported on truss column) provided at a distance of 2440 mm - Trusses and Purlin to be made of Rectangular hollow sections of size 66 X 33 X 2.9 mm conforming to IS 4923/Latest duly ISI marked - Truss columns to be made of Rectangular hollow steel sections of size 96 X 48 X 3.2mm conforming to IS 4923/Latest duly ISI marked - Roof structural frame work As per GeM DRG. NO.119-120a-120b & 121(VERSION-2015) - False Ceiling - Single Skin Insulated Design of False Ceiling As per GeM Drg. No. 127 (version 2015) - Size of False Ceiling 610mm x 1220mm - Finished clear height of False ceiling 2600mm - False ceiling made out of 6mm thick cement flat sheet/board (asbestos free) confmg. to IS 14726-latest - Bonded with 32mm thick expended polystyrene core having bulk density of 15kg/cum confmg. to IS 4671-latest Type - I - Bonding material The cement boards sheets and expanded polystyrene cores are bonded together using Polyvinyl Acetate based bonding material confmg. to IS 4835-latest - False ceiling panels placed on To a suspended grid frame of size 610mm x 1220mm made from GI "L" & "T " sections of 0.63mm cofmg. to IS 277-latest having minm. GSM of 120gms. - False ceiling grid is suspended From the roof frame work with the help of galvanised wire of 3.0mm dia. - 6/12 VERANDAH & DOORS Width of verandah 1525 mm 1525 mm

No verandah Clear height of verandah 2280 mm - Verandah roof to be made of GI (continuous provided along the roof of the structure) - Purlin provided to verandah structure To be made of rectangular hollow steel sections of size 66x33x2.9mm and are fixed and flushed with the top level of the truss extension member with the help of 5mm thick MS end plates and 10mm nut/bolts. - Verandah columns to be made of rectangular hollow steel sections of size 66x33x2.9mm fixed with help of 5mm thick MS end plates and 10mm nuts/bolts at top level and at leveled base by using 5mm thick MS end plates and 4nos. 12mm dia-305mm long foundation bolts. - Door frame to be made from Pressed steel four sided frame using CR steel of size 75x45x1.5mm thickness confmg. to IS 513/latest - Door Hinges 4nos. 100mm MS hinges welded on to the frame - Door shutter made of 30 mm thick flush door confmg. to IS 2202(part-1)/latest - Door shutter to be fixed with Door frame with 4nos. MS oxidized hinges of 100mm length - Door aldrops To be provided 2nos. MS oxidized of 300mm length - Door tower bolts MS oxidized of size 200mm at top and 100mm at bottom on each shutter - Door handles 2nos. 150mm long - 7/12 handles WINDOWS & VENTILATORS Windows As per GeM DRG. NO.125(VERSION-2015) - Ventilators As per GeM DRG. NO.126(VERSION-2015) - Frame material of windows/ventilators Made from pressed steel using CR steel of size 75 X 45 X 1.5mm (thickness) conforming to IS 513/Latest - Hinges for windows 6 Nos. 75mm MS butt hinges welded on to the frame - Hinges for ventilators 2 Nos. 75mm MS butt hinges welded on to the frame - Grills for Windows/Ventilators Made from MS square bar of 8mm having equal spacing of 125mm - Shutter material for windows/ventilators Fabricated type Made out of steel rectangular hollow box profile of 1.25mm thick as per drawing

Fabricated type Each window shutter consist of MS oxidized handle of 150mm - 2 Nos. MS oxidized tower bulls of 100mm and 1 No. window stay. - Each ventilator shutter(Internal) consist of 1 No. stay hook - Glass sheet for windows/ventilators Of 4mm thickness to be fixed using glass putty - ELECTRICAL WIRING & FITMENTS Electrical points/sockets/fan regulators/gang way boxes To be provided ISI mark as per table in annexure B - Main switch board Comprising of SP/DP MCBs to be supplied in addition - cables and PVC conduit Adequate quantity to be provided - Electrical installation/co mpleteness Seller is fully responsible for wiring etc. (except light fittings) - 8/12 Fan regulator Conforming to IS 11037/Latest - COLOUR & FINISH Corrugated GI sheets and ridge cover Confmg. to IS 277/Latest and have a min. galvanizing coating of 275gsm - Other GI profiles Confmg. to IS 277/Latest and have a min. galvanizing coating of 120gsm - MS steel members To be supplied with one coat of red oxide primer coating - Internal wall panels To be one coat of cement primer and two coats of white oil bound distemper - External wall panels To be one coat of cement primer and two coats of enamel paint - Colour/Shade of paint As per buyer's choice - Primers to be used As per buyer's choice - Paints to be used As per buyer's choice - WARRANTY Warranty period in number of years 1 1

2

3 CERTIFICATION Test reports to be furnished to buyer's on demand YES - * Bold specifications are the golden parameters. Consignees and Quantity S.No. Consignee Address Quantity Delivery Days 1 RAJEEV KUMAR N 190007

35 BN

CRPF

HUMHAMA

SRINAGAR (JAMMU & KASHMIR) 3 90 2 Radhe Shyam Singh 193401

HQ/176 BN

WARIPORA DISTT-BUDGAM (J&K) 2 90 3 RAJ KUMAR 192126

116 BN

PAHALGAM 1 90 4 Pukhraj Jaipal 190015

Group Centre CRPF

Rambagh Sriagar

J&K Pin- 190015 4 90 9/12 5 Erick Gilbert Jose 192303

Commandant 14 Bn

Distt- Police Line

Shopian

J&K

C/O- 56 APO

Pin- 192303 1 90 6 A Padma Kumar 180010

Commandant 33 Bn CRPF

Preet Nagar Gangyal

Jammu

Pin- 180010 1 90 7 Girish Kumar N 335804

RTC

Jodhpur at RCP

Tibba Colony

Suratgarh

Sri Ganganagar 7 90 8 Rajesh Kumar Yadav 193101

DIG

NKOR

Mahadev Enclave

Baramulla

J&K 1 90 9 Ram Kumar N 181133

Commandant 38 Bn

Smailpur Samba

Pin- 181133 1 90 10 Kuldeep Kumar Jain 110073

Commandant 200 Bn

P/S- Jaffarpurkalan

P.O- Ujwa

Distt- South West Delhi

New Delhi

Pin- 110073 6 90 11 Balihar Singh N 160043

Dett/13 BN

CAP Camp

SECOTR-43

Chandigarh

Pin 160043 2 90 12 Vinay Anand Prakash 110039

Commandant 89 Bn

Bawana

New Delhi- 110039 9 90 13 Anil Kumar 191111

HQ/178BN

Nagam

Budgam (j&K) 191111 1 90 14 Vinod Karthik 191111

Commandant 43 Bn

Dpl

Complex

Budgam

Pin- 191111 1 90 15 Vinay Kumar Tiwari 193101

Commandant 53 BN CRPF

Jammu Kashmir

Pin- 193101 1 90 16 Parmendra S Yadav 110030

Commandant 122 Bn

Andheri More

Mehrauli

New Delhi- 110030 1 90 17 Mahipal Singh Shekhawat 110096

Commandant 31 Bn

Mayur Vihar

Phase-3

1 90 10/12 Delhi-110096 18 mool chand panwar 181221

Sainik School Road

Nagrota

Pin-181221 1 90 19 Bhanu Pratap Singh 122001

Group Centre

Gurugram

Haryana

Pin- 122001 2 90 20 Premvir Singh Rajora 201306

Opposite Dewoo Motores

Sutiyaana

Near Surajpur

Greater Noida

G.B. Nagar

U.P. Pin- 201306 1 90 21 Komal Singh 110019

DIG PDG

Okhla Phase-1

Kalkaji

New Delhi-19

South Delhi Pin- 110019 2 90 22 Surender Kumar 180009

Commandant

160BN

Fci

Camp

Chatha

Jammu & Kashmir

Pin- 180009 2 90 23 Daljit Singh 192212

Commandant 163 BN CRPF C/O APO Verinag

Anantnag Jammu & Kashmir -192212 5 90 24 Sushil Kumar Mishra 110072

Jharoda Kalan New Delhi-110072 1 90 25 Naresh Kumar Sharma 122101

Crpf Academy Kadarpur Po- Badshahpur Near Haryana Police Training College Bhondsi Gurugram Haryana 122101 3 90 26 Annie Abraham N 191101

O/O IG

KASHMIR OPS SECTOR

ZEWAN CAMP

PANTHA CHOWK 1 90 EMD Advisory Bank HDFC Bank EMD Percentage(%) 2.00 EMD Amount 646417 ePBG Advisory Bank State Bank of India ePBG Percentage(%) 2.00 11/12 Duration of ePBG required (Months). 15