Tender For Construction of Cold Store At Karga Distt. Lahaul & Spiti (H.P).(Sh:- Construction of Structure With Complete Fittings
Tender Value
1.37 Crore
Estimated cost
Bid Submission
03 Oct 2026
7 days left
EMD
2.74 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lahul and Spiti → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Cold Store At Karga Distt. Lahaul & Spiti (H.P).(Sh:- Construction of Structure With Complete Fittings
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in hilly area by Mechnical Means including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5mtr (One Point Five Metre). And a lead upto 20 mtr. (Twenty Metre) . As per Drawing and Technical Specification Clause - 1603.1. (One Thousand Six Hundred Three Point One) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One Point Five Metre) in width or 10 sqm (Ten Square Metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, (One Point Five Metre) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 3 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement : SIx coarse sand : Twelve graded stone aggregate 20 mm (Twenty milimetre) nominal size) upto plinth level with Cement mortar 1:6 (One cement : Six coarse sand) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 5 | Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately). including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (One Cement : Four coarse sand : Eight graded stone aggregate 40 mm (Forty milimetre) nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (One cement : Five coarse sand: Ten graded stone aggregate 40 mm (Forty milimetre) nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 8 | Providing and laying damp-proof course 40mm (Forty milimetre) thick with cement concrete 1:2:4 (One cement : Two coarse sand: Four graded stone aggregate 12.5mm (Twelve Point Five milimetre) nominal size) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 9 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 (Ten) of approved quality using 1.7kg (One Point Seven Kilogramme) per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 (One cement : Three coarse sand (zone - III) : Six graded stone aggregate 20 mm (Twenty milimetre) nominal size) over 75mm (Seventy Five milimetre) thick bed of dry brick ballast 40 mm (Forty milimetre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 11 | Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (Fifteen into Twenty Two centimetre) in cement mortar 1:6 (One Cement : Six Sand) and inside plastring with cement plaster 1:3 (One Cement:Three Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (One Cement : FIve Sand : Ten graded stone aggregate) of 40 mm (Forty milimetre) nominal size) and 7.5 cm (Seven Point Five centimetre) cement concrete 1:2:4 (One Cement : Two Sand : Four Graded stone aggregate of 20 mm (Twenty milimetre) nominal size) and finished with a floating coat of neat cement complete as per standard design. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns,etc. for mass concrete including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders,bressumers and cantilevers including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 15 | Providing and laying in position machine batched and machine mixed design mix M-25 (Twenty Five) 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 (Nine Thousand One Hundred Three) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-25 (Twenty Five) 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 (Nine Thousand One Hundred Three) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 18 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 (Twelve Point Five) conforming to IS: 2222 (Two Thousand Two Hundred Twenty Two) in superstructure above plinth level up to floor five level in cement mortar 1:6 (One cement : Six coarse sand) : With F.P.S.(non modular) bricks including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 19 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Seven Point Five) in superstructure above plinth level up to floor V level. Cement mortar 1:3 (One cement :Three coarse sand) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 20 | Providing and fixing internal and external wall panels of approved colour on steel work with 80mm thick PUF wall pane with (Inner Flashing/Outer Flashing/U channel) with Silicon & Pop Rivet & gittil as per standard sizes fixed with self -drilling/taping screws/fasteners @60cc of approved make, screws shall be of counter sunk rib head of 1.60 mm (One Point Sixty milimetre) to 40 (Forty) thick of 8 (Eight) to 10 (Ten) gauge of length varying from 25 (Twenty Five) to 45mm (Forty Five Milimetre) . Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 21 | Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 (One Point Sixty) ± 0.2 mm (Zero Point Two milimetre) 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, G.I fasteners 100 (One Hundred x 8 mm (Eight milimetre) size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame 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). Note: For uPVC frame, sash and mullion extruded profiles minus 5% (Five Percent) tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 (One Point Nine) ± 0.2 mm (Zero Point Two milimetre) and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 22 | Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 (One Point Sixty) ± 0.2 mm (Zero Point Two milimetre) 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, G.I fasteners 100 (One Hundred x 8 mm (Eight milimetre) size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame 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, including fastners, door shutter, double glass panes 6.00mm thick in fixed glaze door, wire mesh/bug mesh, sliding door bolt, lock handle, handles, tower bolts, hooks & eyes of approved size and silicon sealant all complete as per approved drawing & direction of Engineer-in-Charge. |
| 23 | Providing and fixing flooring of approved colour on steel frame work with 50mm (Fifty milimetre) thick PUF floor panel with adhesive, screws etc. completes per standard sizes fixed with self -drilling/taping screws/fasterners @ 60cm (Sixty centimetre) c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm (One Point Sixty milimetre) to 4mm (Four milimetre) thick of 8 (Eight) to 10 (Ten) gauge of length varying from 25 (Twenty Five) to 45mm (Forty Five milimetre) . Proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish (cost of frame work to be paid for separately) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 24 | 20 mm (Twenty milimetre) cement plaster 1:4 (One cement : Four fine sand) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 25 | Providing and applying white cement based putty of average thickness 1 mm (One milimetre) , of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 26 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 (Fifty) grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour Two coats including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 27 | Providing and fixing 0.60mm (Sixty milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (Twenty) microns over 5 microns primer coating to back coat of polyster of 5 (Five) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetre) dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 28 | Providing and fixing ridges or hips 60 cm (Sixty centimetre)overall with 0.60mm (Sixty milimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 (Twenty) microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges. |
| 29 | Providing and fixing M.S. BP Sheet 1.66mm (One Point Sixty Six milimetre) to 2mm (Two milimetre) thick in eaves board/ facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 30 | Providing and laying 60mm (Sixty milimetre) thick faciory made cement concrete interlocking paver block of M -30 (Thirty) grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm (Fifty milimetre) thick compacted bed of coarse sand, filling the joints with line sand etc. all complete including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 31 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm (Twenty Seven Point Five centimetre) long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 (Four Thousand Four Hundred Fifty Four) - part 1 and M.S. top cover of required thickness for rolling shutters. 80X1.25mm (Eight into One Point Twenty Five milimetre) M.S laths with 1.25mm (One Point Twenty Five milimetre) thick top cover. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 32 | Providing and fixing ball bearing for rolling shutters. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 33 | Providing ridges or hips of width 60 cm (Sixty centimere) overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm (Eight milimetre) dia G.I. limpet and bitumen washers complete. 0.80 mm (Zero Point Eighty milimetre) thick with zinc coating not less than275 (Two Hundred Seventy Five) gm/m² including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 34 | Providing and fixing 15 cm (Fifteen centimetre) wide, 45 cm (Forty Five centimetre) overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm (Forty into Three milimetre) size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete 0.80 mm (Zero Point Eighty milimetre) thick with zinc coating not less than 275 (Two Hundred Seventy Five) gm/m² including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 35 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 36 | Providing and fixing Regrigeration Machine 7HPMT of approved brand with minimum five year warrenty alongwith matching Evaporator with installation of Refrigeration Machine (Each room Electrical panel with controller, Contractors Schneider with electrical controls, Wireleep, poliycab cap, Copper pipe Accessories, Ball valve, Drier, Site Glass & Gas, pressure testing etc) complete including haulauge laoding and unloading etc. complete. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 37 | Supplying, laying, fixing and termination of approximately 70 (Seventy) meters of XLPE insulated, armoured copper cable (minimum 4 (Four) core, 10sqm (Ten Square Metre) ) from main distribution board to 4 (Four) nos, cold storage machines (compressor, evaporator, etc.) via one industrial-type MCB/RCB distribution box (TPN, 10kA (Ten kA)with RCCB/RCBO) for machinery and to the office area via a separate MCB/RCB distribution box (SPN, 10kA (Ten kA, with RCCB/RCBO); including all power/control wiring, supply and installation of 1 (One) no. office modular switch board with 4 switches, 1(One) fan regulator and 1 (One) socket point 16 (Sixteen)Amp with faceplate and wiring all cable trays/ conduits/ supports for safe cable routing, cable glands, lugs, earthing wires and connections to earth pit, complete labelling and circuit identification, safety marking, full testing and commissioning. All equipment and materials to be of approved make (ISI/IEC marked) and suitable for humid/cold storage environment. Excluedes supply/installation of cold storage machinery. Work to be executed as directed by Engieer-in-Charge and in accordance with IS/IEC standards. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. |
| 38 | Supply installation, testing and commissioning of 63 (Sixty Three) kv A 11(Eleven) kv/0 433kv phase oil-immersed natrurally cooled distribution transformer, confirming to IS: 1180 (One Thousand One Hundred Eighty) (PART) WITH Energy efficiency level 1(One) /level 2 (Two) as per relevant BIS standards complete with an components work to be excluded. including carriage of material in all leads and lifts & as per the direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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