Tender For Providing Civil Works For Installation Of Lift Facility At The Department Of Physics
Tender Value
4.13 Lakhs
Estimated cost
Bid Submission
26 Nov 2026
19 days left
EMD
8300
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Civil Works For Installation Of Lift Facility At The Department Of Physics
BOQ
| Sl. No. | Item Description |
| 1 | CEMENT CONCRETE (CAST IN SITU) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | REINFORCED CEMENT CONCRETE |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | MASONRY WORK |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc.. |
| 15 | Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 16 | Providing and laying factory made precast cement concrete solid blocks of grade M10 from approved manufacturer |
| 17 | For superstructure above plinth level up to floor two level, including all cost of materials, labour charges etc. |
| 18 | using blocks of 150mm thickness, in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | CLADDING WORK |
| 20 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias, wall and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. |
| 21 | Granite stone slab of colour black, Cherry/Ruby red |
| 22 | Area of slab over 0.50 sqm |
| 23 | STEEL WORK |
| 24 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 25 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 26 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 27 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 28 | GI Tubular TATA or equvalent |
| 29 | ROOFING |
| 30 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 31 | Providing square type UPVC gutter with necessary clamps, bolts, nuts, and specials such as nozzles, sockets, stoppers, etc., including cost and conveyance of all materials and labour charges etc. complete as per the instructions of the dept. officers |
| 32 | 200mm or equivalent Square type UPVC gutters |
| 33 | Providing and fixing precoated galvanised iron (GI) sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges, hips or valley |
| 34 | FINISHING |
| 35 | 12 mm cement plaster of mix : |
| 36 | 1:4 (1 cement: 4 fine sand) |
| 37 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 38 | On steel work |
| 39 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 40 | Two coats |
| 41 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. |
| 42 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 43 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 44 | Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface |
| 45 | REPAIRS TO BUILDING |
| 46 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 47 | Dismantling and Demolishing |
| 48 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars in Engineering Unit store and disposal of unserviceable material outside the campus as per direction of Engineer - in- charge. |
| 49 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material in Engineering Unit store and disposal of unserviceable material outside the campus as per direction of Engineer - |
| 50 | In cement mortar |
| 51 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking in Engineering Unit store : |
| 52 | Of area 3 sq. metres and below |
| 53 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking in Engineering Unit stoer as per direction of Engineer-in-charge. |
| 54 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material in Engineering Unit store. |
| 55 | For thickness of tiles 10 mm to 25 mm |
| 56 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material in Engineering Unit store: |
| 57 | G.I. Sheet Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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