RequiredExperience with Government
RequiredAnnual Turnover
RequiredCertificate (Requested in ATC)
RequiredOEM Authorization Certificate
RequiredOEM Annual Turnover Bid to RA enabled No Prefab Shelters With PUF Panel Of Size 7.620 M X 13.271 M (As Per GeM Drawing) ( 6 pieces ) Technical Specifications * As per GeM Category Specification Specification Specification Name Values Bid Requirement (Allowed Values) GENERIC Type and Size of Prefab Shelter Type A-6 Outside size 7.620 M x 13.231 M with PUF Insulated Panel of 60 mm Type A-6 Outside size 7.620 M x 13.231 M with PUF Insulated Panel of 60 mm 1/16 including Full length Verandah and attached Toilets including Full length Verandah and attached Toilets Structure of Shelter (Common drawing) As per layout drawings conforming to GeM Drg. No. 1 to Drg. No. 12 and Perspective view of roof with arrangement of Purlins and Columns for shelter - Floor structure - Steel footings - roof - doors - windows - Ventilators - Base frame - Floor panels with constructional details of the main structural members - as per GeM drg. uploaded at QR SPCN DOCUMENT As per layout drawings conforming to GeM Drg. No. 1 to Drg. No. 12 and Perspective view of roof with arrangement of Purlins and Columns for shelter - Floor structure - Steel footings - roof - doors - windows - Ventilators - Base frame - Floor panels with constructional details of the main structural members - as per GeM drg. uploaded at QR SPCN DOCUMENT Desing/Drawing of TYPE A-6 As per GeM DRAWING DOCUMENT uploaded. * Scope of supply (Offer Price to include all cost components) Supply - Installation - Testing and Commissioning of Prefab Shelter - including Electrical wiring & Fittings as well as Plumbing and Sanitary fittings - As per Drawing uploaded at QR/Spcn document. Supply - Installation - Testing and Commissioning of Prefab Shelter - including Electrical wiring & Fittings as well as Plumbing and Sanitary fittings - As per Drawing uploaded at QR/Spcn document. Transpotations Freight charges Offer Prices are on Free Delivery at Consignee site basis. Offer Prices are on Free Delivery at Consignee site basis. Approval of Advance sample before Bulk Supply 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. 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.
RequiredNo Advance Sample 2/16 Foundation for Prefab Shelter 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 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
Requiredand to be released by Buyer with in ten (10) days of issue of consignee receipt-cum- acceptance certificate after Successful installation Commissioning 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
Requiredand to be released by Buyer with in ten (10) days of issue of consignee receipt-cum- acceptance certificate after Successful installation Commissioning Suitability structural stability completness of structures
Requiredthe structure is intended for use in Design condition 60 mm Design thickness - In wind condition of 55m/s - in Seismic zone V and ambient temperature range (-) 10 degree C to (+) 50 degree C - 1 M snow load standing on the roof - Roof slope 1 : 2 Shelter should be structurally stable and suitable to meet severity of these climatic condition. Design condition 60 mm Design thickness - In wind condition of 55m/s - in Seismic zone V and ambient temperature range (-) 10 degree C to (+) 50 degree C - 1 M snow load standing on the roof - Roof slope 1 : 2 Shelter should be structurally stable and suitable to meet severity of these climatic condition. Materials and Manufacture Structural Design Confmg. to IS : 875 latest for structural design - steel used * 3/16 Confmg. to IS : 2062 latest - Steel sections Confmg. to IS : 4923 (latest) Number of Trusses 6 nos. Confmg. to the relevant drawing * Thickness of False Ceiling and Partition 40 mm thick panel * Other Dimensions and tolerances Confmg. to the relevant drawing - tolerances in Length of members and overall dimensions ± 25mm upto 3mtrs dimensions - ± 40mm on 3mtrs to 6mtrs dimensions and ± 50mm on 6mtrs and above dimensions - All steel and other sections have to be rolling tolerances. * Structural members To be welded together unless specified otherwise the relevant drawing. * PPGI Sheet - Colour & Finish Prepainted galvanized steel (PPGI) sheet Confmg. to IS : 14246 latest * For Roof and Flashing on roof Trapezoidal corrugation Design sheet of 0.6 mm thick (TMT) * All panels
RequiredJoint angles
RequiredTracks and Flashing Ribbed type Design sheet of 0.5 mm thick (TMT) * Zinc coating Have minimum 120 gsm of zinc coating on both sides followed by a top coat of PVDE Silicon modified Polyester having a thickness of 20 micron minimum and with back coat of alkaloid epoxy . Have minimum 120 gsm of zinc coating on both sides followed by a top coat of PVDE Silicon modified Polyester having a thickness of 20 micron minimum and with back coat of alkaloid epoxy . Scratches protection Top finished surface of PPGI sheet to be covered with Guard film (Polyethylene) * Colour of PPGI sheet As per Buyer's choice * Durability of Paint coat Correspondent to Class - 1 as per Table - 1 of IS : 14246/latest * 4/16 PUF Insulated Panels Polyurethane Foam (PUF) insulation Encased between pre- painted galvanized steel sheets Encased between pre- painted galvanized steel sheets Puf components iso-cyanide and polyol liquid for in-situ process of providing polyurethane foam insulation in the panels. iso-cyanide and polyol liquid for in-situ process of providing polyurethane foam insulation in the panels. Bulk density of PUF insulation 40 Kg/Cum. ± 2 Kg Cum.and Confmg. to PUR 1 Grade of IS : 12436/latest * Puf machines High pressure dispensing machine of required capacity * Insulation of Wall
RequiredRoof and Floor panels Insulation core of panel to be formed in one piece and provides desired structural and physical properties Insulation core of panel to be formed in one piece and provides desired structural and physical properties Injection of PUF chemical mixture To be ensured injected in to the cavity before the foam reaction starts - To be injected specified amount into the cavity of full panel in one shot (in case of wall and roof) and in three shots in case of (Floor panel) in a duration not exceeding 25 seconds. To be ensured injected in to the cavity before the foam reaction starts - To be injected specified amount into the cavity of full panel in one shot (in case of wall and roof) and in three shots in case of (Floor panel) in a duration not exceeding 25 seconds. PU foam layer 59 mm in case of 60 mm wall panels design. 59 mm in case of 60 mm wall panels design. Finish and Bonding Panel to be assembled with all the components in a hydraulic press between heated aluminium platens. * Steel Footing Steel Footing made of Steel section * Bottom plate of Footing 6 mm thick MS plate of size 600 mm x 600 mm * Triangular stiffener 8 Nos. of 5 mm thick MS plate of size 150 mm x 300 mm to be provided and welded to vertical plate. * Vertical plates 4 Nos. of size 300 mm x 300 mm x 5 mm to be provided and * 5/16 welded over the bottom plate. Number of ISA 4 Nos. of size 50 mm x 50 mm x 6 mm thick 1200 mm long having slot for adjustment of height to be provided these ISA and be inforced by 40 mm x 4 mm MS flat at every 300 mm c/c 4 Nos. of size 50 mm x 50 mm x 6 mm thick 1200 mm long having slot for adjustment of height to be provided these ISA and be inforced by 40 mm x 4 mm MS flat at every 300 mm c/c Jointing of plate girder MS plate of size 320 mm x 320 mm x 6 mm to be provided and welded on the top of these 4 nos. ISA 50 mm X 50 mm X 6 mm cleat to be used for jointing of plate girder 150 mm with footing with the help of suitable nut and bolts. * Joining of Floor panel and base frame Floor panel to be joined with the steel base frame with the help of 10 mm x 100 mm counter sunk nut bolt for 60 mm design. Floor panel to be joined with the steel base frame with the help of 10 mm x 100 mm counter sunk nut bolt for 60 mm design. Steel footing to be welded By means of MIG welding By means of MIG welding Base Frame Fixing of Base Frame Steel footings are fixed to each other with help of solid web built up I - Section having 3 mm thick MS Plate as web and 6 mm thick MS Plate as flanges in size 150 mm fixed to the steel footing with help of MS Angle of size 50 mm x 50 mm x 6 mm suitable nut and bolts. * Joining of Floor panel Insulated Floor panel to be joined with grid of steel base frame work with the help of 10 mm x 100 mm and 10 mm x 125 mm counter sunk nut bolts for 60 mm and 80 mm design respectively. * Columns - Trusses and Purlins Super structure consists of Steel Framework of RHS (Rectangular hollow section) column * 6/16 of size 12 mm x 61 mm x 3.6 mm provided at a distance of 2.6 mtrs centre to centre Trusses manufactured To be in split form (two parts) using RHS section of 80 mm x 40 mm x 3.2 mm at top and bottom cord of truss and 50 mm x 25 mm x 1.8 mm thick internal members. To be in split form (two parts) using RHS section of 80 mm x 40 mm x 3.2 mm at top and bottom cord of truss and 50 mm x 25 mm x 1.8 mm thick internal members. Trusses to be fixed On to the columns with connection plates of 6 mm thick and tightened with help of nut and bolts. * Purlins made up of RHS of size 96 mm x 48 mm x 3.2 mm and to be fixed between the trusses with suitable cleats and nuts and bolts as per relevant drawing. RHS of size 96 mm x 48 mm x 3.2 mm and to be fixed between the trusses with suitable cleats and nuts and bolts as per relevant drawing. Purlins provided At verandah are made using RHS of size 96 mm x 48 mm x 3.2 mm and are fixed and flushed with top level of the truss extension member with help of 5 mm thick MS and plates and 10 mm nut bolts. * Verandah width 1.5 mtrs. 1.5 mtrs. Verandah column made Using RHS section of size 80 mm x 40 mm x 3.2 mm thick fixed with help of 5 mm thick MS and Plates and 12 mm nut bolts at the top level on base plate of the steel footing. Using RHS section of size 80 mm x 40 mm x 3.2 mm thick fixed with help of 5 mm thick MS and Plates and 12 mm nut bolts at the top level on base plate of the steel footing. Design and dimensions Steel structure for the shelters to be designed with dimensions as per the relevant Drawing. Steel structure for the shelters to be designed with dimensions as per the relevant Drawing. Wall Panels Panels provided with Tongue and groove joint and to be interlocked using cam lock systems. Tongue and groove joint and to be interlocked using cam lock systems. Gable ends covered With same panels as in the main walls. * 7/16 Wall panels at the corner To be joined by PPGI corner angle. To be joined by PPGI corner angle. Top track Wall panels to be have PPGI top track. * Welding No welding * Bent/riveted PPGI angle and flashings to be bent or and riveted to form the desired shapes and sizes. PPGI angle and flashings to be bent or and riveted to form the desired shapes and sizes. Floor Panels Floor to be made in PUF panel system using 0.5 mm thick (TMT) PPGI as outer and 19 mm thick BWR ply as IS : 303 (latest) as inner skin with . PUF panel system using 0.5 mm thick (TMT) PPGI as outer and 19 mm thick BWR ply as IS : 303 (latest) as inner skin with . Gap filled with Rigid CFC free polyurethane foam of Density 40 Kg/cum ± 2 Kg/cum as insulation with 2 nos. reinforcement hollow rectangular section of size 60 mm x 40 mm x 2 mm thick. Rigid CFC free polyurethane foam of Density 40 Kg/cum ± 2 Kg/cum as insulation with 2 nos. reinforcement hollow rectangular section of size 60 mm x 40 mm x 2 mm thick. Thickness of PU foam 45 mm for 60 mm design and having 15 mm thick BWR ply 45 mm for 60 mm design and having 15 mm thick BWR ply Toungue and Groove joint Floor panels have to be tongue and groove joint and to be interlocked with each other lengthwise using Cam Lock systems. Floor panels have to be tongue and groove joint and to be interlocked with each other lengthwise using Cam Lock systems. Floor finish in Living area and verandah with Laying and pasting of 2 mm thick heavy duty abrasion resistant PVC vinyl flooring with SR 707 rubber adhesive in the living area including verandah. * Floor finish in Toilet 6 mm thick antiskid ceramic tiles of size 300 mm x 300 mm to be fixed with help of 15 mm thick pure cement and tile adhesive mix over chicken wire mesh. * Mesh fixing Chicken wire mesh to be fixed on floor panel with help of steel * 8/16 screws Floor panel fixing Floor panel to be fixed to base frame steel beams with help of counter sunk nut bolt of 10 mm dia and 125 mm long for 60 mm design. Floor panel to be fixed to base frame steel beams with help of counter sunk nut bolt of 10 mm dia and 125 mm long for 60 mm design. Joining of wall and floor panels To be joined with wall floor angle made of PPGI - No welding allowed * PPGI angle and Flashings To be bent or/and riveted to form the desired shape and size as per relevant drawing. * False Ceiling and Partition wall False ceiling to be provided In main living area In main living area False ceiling to be made of Panels with 0.5 mm thick (TMT) PPGI steel ribbed sheet cladding on both side rigid CFC free polyuretane foam of density 40 Kg/cum ± 2Kg/cum as insulation. * Thickness of PU foam layer 39 mm in case of 80 mm/60 mm design. * Tongue and groove False ceiling panels have to be tongue and groove arrangement and to be interlocked using cam lock systems. * To accomodate False ceiling MS angle of size 40 mm x 40 mm x 5 mm to accomodate false ceiling panel of 40 mm thickness to be used to fix all around the wall panel and false ceiling panel for support MS angle of size 40 mm x 40 mm x 5 mm to accomodate false ceiling panel of 40 mm thickness to be used to fix all around the wall panel and false ceiling panel for support Joining of false ceiling By means of rivets at minimum distance of 200 mm on both faces. * Flashing Details as per drawing no. PUF 60/80mm/FD - Tendere to fix and cover all the joints using PPGI flashing. * Footing Cover Panels and Roofing Facia Footing to be covered with PUF insulated * 9/16 panels. Panel to be made of 2 mm thick FRP sheets made out of 450 GSM stranded chops fibre of matching colour of the shade of PUF shelter on both side with a layer of rigid CFC free polyurethane foam of density 40Kg/cum ± 2Kg/cum as insulation. * PU foam layer thickness 56 mm in case of 60 mm design. 56 mm in case of 60 mm design. Total Thickness 60 60.0 Facia panel to be fixed on To the frame work of steel footing and steel beams with suitable nut and bolts - To be embedded into the ground so to cover exposed gap between shelter & NGL. * Roof to be provided In two way slope. * Roofing to be done With 0.6 mm thick (TMT) PPGI corrugated sheet fixed on to the frame work of trusses and purlins using self tapping self drilling (STSD) screws with suitable washers. * Roof-sheeting junction to be covered using 0.6 mm thick PPGI ridge cover. * Roof projection Minimum of 400 mm from eaves walls and 300 mm at the gable end. * Doors Main door Aluminium PUF Doors with shutter * Toilet doors Aluminium flush Doors with shutter * Main door size 1000 mm x 2050 mm * Toilet door size 750 mm x 2050 mm * Main/Toilet door frame made up of Suitable aluminium profile section * Main/Toilet door shutter To be of PUF panel fixed with aluminium lipping all round side. * PUF panel for Main 0.5 mm thick (TMT) * 10/16 Toilet door PPGI steel ribbed sheet cladding on both sides with a layer of rigid CFC free polyurethane foam of density 40Kg/cum ± 2Kg/cum as insulation in between PU foam layer in main toilet door 39 mm thick for 80 mm design/60 mm design. * Total thickness of main toilet door 40 mm for both design. * Number of tower bolts in main/toilet door 2 nos. of size 200 mm long (from inside)made of Alminium 2 nos. of size 200 mm long (from inside)made of Alminium Main/Toilet door sliding bolt 1 nos. of size 300 mm long (from outside)made of Alminium 1 nos. of size 300 mm long (from outside)made of Alminium Bow handle for main toilet door 1 no. of size 150mm to be provided on both in and out side of each shutter. * Windows and Ventilators Windows & Ventilators Aluminium 3 - way sliding * Window size 995 mm x 995 mm with all fitments * Ventilator size 595 mm (height) x 750 mm (width) - as per New Ventilator drawing. * Windows/Ventilators Frame and Shutter to be manufactured Using suitable Aluminium profile Sections * Windows/Ventilators Shutter To be of Three leaves * Two shutter leaves for windows & ventilator To be provided with glazing of 8 mm thick in 80 mm design multi wall polycarbonate sheet * Another one leaf to be provided for windows & ventilator With fixed fly proofing using stainless steel mesh of 1.5 mm aperture * Sunshades for all external windows and doors Made out of PPGI sheets and angle iron frame of size 35 mm x 35 mm x 3 mm * Size of sunshades projection 450 mm and 300 mm wider than the width of * 11/16 opening. Miscellaneous Interiors for doors and windows 25 mm diameter mild steel powder colour coated fancy type drapery rod with fixing arrangements to be provided. 25 mm diameter mild steel powder colour coated fancy type drapery rod with fixing arrangements to be provided. Width of drapery rod 450 mm longer than width of the door and windows. * Verandah Glazing to be covered In its entire length and height * Verandah glazing to be provided From column to column and to be fixed to the verandah columns. * Each frame in between 2 verandah column Consists of one aluminium sliding window having glazed shutter of 6 mm in 60 mm design polycarbonate sheet. Consists of one aluminium sliding window having glazed shutter of 6 mm in 60 mm design polycarbonate sheet. Any other portion to be fixed Using 6 mm for 60 mm design multi wall polycarbonate sheet - as per relevant drawing. Using 6 mm for 60 mm design multi wall polycarbonate sheet - as per relevant drawing. Glazed verandah entry To be from both side of the gable wall side of verandah. * Layout of plumbing To be as per relevant drawings - Minor modifications allowed (if required by purchaser) without any extra cost. * Sanitary/Electrical fittings As indicated in the relevant drawings. * Electrical points For lights - fans - 6 16A sockets - capacitor type fan regulators and gangway boxes to be provided as per drawings. * Main switchboard Comprising of SP/DP MCBs & electric light fittings as shown in the drawing to be provided * Electrical wiring Tenderers to be responsible for installation and completeness of the * 12/16 wiring as per drawing - Confmg. to IS : 694 latest Capacitor type fan regulator Conform to IS : 11037 latest * MCB/Switches Sockets/Cables Distribution boxes To be ISI marked To be ISI marked All conduits To be round PVC 25 mm medium grade confmg. to IS : 9537 latest * Earthing To be conform to IS : 3043/latest - to be done as per Indian Electricity Rules To be conform to IS : 3043/latest - to be done as per Indian Electricity Rules Earthing Resistance In any case not to be exceed 5 ohms at any point. * Individual earthing & Area earthing To be ensured with proper earthing pits duly covered incorporating suitable earthing plates. * CERTIFICATION Test reports to be furnished to buyer's on demand YES * OEM of offered product is ISO 9001:2015 certified Yes * OEM of offered product is ISO 14001:2015 certified Yes * OEM of offered product is ISO 18001:2007 certified Yes * WARRANTY Warranty period in number of years 1 1
Required2
Required3 Or higher * Bold specifications are the golden parameters. * Bidders may note that In respect of non-golden Parameters
Requiredthe specifications 'Values' chosen by Buyer will generally be preferred over 'Bid requirement ( allowed Values) by the Buyer.
