Re-Tendering Construction Of Display Centre For Agri-Horti Products At JkhpmcS Premises In Narwal, Jammu, Jammu & Kashmir On Item Rate Basis
Tender Value
1.44 Crore
Estimated cost
Bid Submission
15 Jan 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
narwal → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re-Tendering Construction Of Display Centre For Agri-Horti Products At JkhpmcS Premises In Narwal, Jammu, Jammu & Kashmir On Item Rate Basis
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jan-2022 | Corrigendum | Date | 15-Jan-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction Of Display Center |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 3 | All kinds of soil : |
| 4 | Providing and laying of stone soling in foundation raft hand packed including ramming and levelling complete. |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 6 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 8 | Foundations, footings, bases for columns |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 10 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. |
| 12 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for: |
| 14 | Foundations, footings, bases of columns etc. for mass concrete. |
| 15 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Columns, pillars, piers, abutments, posts and struts. |
| 17 | Stairs (excluding landings) except spiral staircases. |
| 18 | Suspended floors, roofs, landings, balconies and access platforms. |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. |
| 23 | All works above plinth level upto floor V level |
| 24 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with |
| 25 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 27 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 28 | Providing & fixing upto floor five level precast cement concrete hollow blocks, including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete. |
| 29 | 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) |
| 30 | CEMENT PLASTER (IN COARSE SAND)12mm Cement plaster of mix: |
| 31 | 1 : 6 ( 1 cement : 6 coarse sand) |
| 32 | 20mm Cement plaster of mix |
| 33 | 1 : 6 ( 1 cement : 6 coarse sand) |
| 34 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours.The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately)For the purpose of measurement the entire treated surface will be measured. |
| 35 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. |
| 36 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 37 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 38 | Providing and laying Brick Tiling on the roof of slab as per direction of Engineer in charge complete job. |
| 39 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately |
| 40 | Casement window double panels with S.S. friction hinges (300x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and singleglazing bead of appropriate dimension. (Area of window above 0.75 sqm upto1.50 sqm) |
| 41 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalization or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanized with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bimetallic contacts all complete required to perform as per specification and drawing The item includes cost of all material &labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 42 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot &double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge(Door handle, lock and stopper etc.to be paid separately). |
| 43 | Providing, fixing and applying Plaster of Paris (POP) false ceiling consisting of frame work made with 50mm sq M.S. tubes of 18 G thickness as main runner at 600 mm c/c both ways, suspended/ supported with M.S. flats 25x4 mm from existing R.C.C. slab, finished smooth to line and level including necessary supports, scaffolding etc. as required and also including applying a coat of red oxide zinc chromate primer over the M.S. frame work and suspenders complete. |
| 44 | Including providing and fixing expanded metal of size 5.25mm x 1.25 mm thickness welded to main runners and applying POP(calcium sulphate semi hydrate variety) to the expanded metal of thicknessnot less than 10 mm |
| 45 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 46 | Providing and laying vitrified floor tiles in different sizes (thickness tobe specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622 of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand)including grouting the joints with white cement and matching pigmentsetc. complete |
| 47 | Size of tile 600x600 mm |
| 48 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202(Part I) decorative type, core of block board construction with frame of 1st classhard wood and well matched teak 3 ply veneering with vertical grains or crossbands and face veneers on both faces of shutters.(35 mm thick) |
| 49 | . With ISI marked M.S. pressed butt hinges bright finished of requiredsize with necessary screws |
| 50 | Providing wood work in frames of doors, windows, clerestory windows andother frames, wrought framed and fixed in position with hold fast lugs or withdash fasteners of required dia and length (hold fast lugs or with dash fastenersshall be paid for separately): |
| 51 | First class teak wood |
| 52 | Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to bemeasured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick. |
| 53 | 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm) |
| 54 | Providing and fixing aluminum tubular handle bar 32mm outer dia,3.0mm thick & 600 mm long with SS screw etc. complete as perdirection of Engineer-in-charge Powder coated minimum thickness 50 micron aluminumtabular handle bar |
| 55 | Providing and fixing of PVC Electrical Conduits of desired specification :Color WhiteSurface Finish PolishedShape RoundThickness 20 mm |
AI Tender Summary
Tender Timeline
Jan 11, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 15, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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