Tender For Maintenance Of Me Block And Upgradation Works Inside The College Campus At Lbs College Of Engineering, Kasaragod.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
5 days left
EMD
50000
Bank guarantee accepted
Document Fee
1416
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasaragod → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Of Me Block And Upgradation Works Inside The College Campus At Lbs College Of Engineering, Kasaragod.
BOQ
| Sl. No. | Item Description |
| 1 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 2 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 3 | Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 5 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 6 | 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. |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 8 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 9 | Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet |
| 10 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight 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. staricase 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 location 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 . |
| 11 | Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge |
| 12 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness 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 (5.5x55mm) 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. |
| 13 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge50mm average thickness |
| 14 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter |
| 15 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter |
| 16 | Providing, fixing and maintaining suitable temporary structural supports, adjustable props or mechanical jacks at required positions to safely support RCC columns, beams and adjoining structural members during repair works, including necessary adjustments, stability arrangements and removal after completion of repair works, complete as directed by the Engineer-in-Charge. |
| 17 | Providing and applying zinc-rich anti-corrosive protective coating to exposed reinforcement bars after removal of rust, including preparation and cleaning of reinforcement surfaces, application of zinc-rich epoxy-based protective coating uniformly to the specified dry film thickness, allowing it to dry as per manufacturer's specifications, complete with all materials, labour and tools as directed by the Engineer-in-Charge. Make: Fosroc / Sika or equivalent approved make. |
| 18 | Providing and applying factory-manufactured, pourable, shrinkage-compensated, high-performance, cement-based micro concrete having a minimum 28-day compressive strength greater than or equal to 65 MPa ( 65 N/mm²), comprising selected cement, graded aggregates, special additives and admixtures, suitable for structural repair and jacketing of RCC columns, beams and other structural members, including thoroughly washing and cleaning the prepared concrete substrate with clean water to remove dust, loose particles and impurities, mixing the micro concrete with the specified quantity of clean water and graded coarse aggregate wherever required, strictly as per the manufacturer's recommendations, using a suitable paddle-type, slow-speed grouting mixer (maximum 300 RPM) or drum mixer for a minimum period of 3 minutes, placing through properly sealed and watertight formwork under sufficient pressure head to ensure uninterrupted flow, ensuring proper air displacement and complete filling of the repair cavity without voids or honeycombing, including all materials, labour, machinery, mixing, placing and incidental charges, complete as per the manufacturer's technical specifications, approved method statement and directions of the Engineer-in-Charge. Make: Sika / Fosroc or equivalent approved make |
| 19 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12mm dia. |
| 21 | Providing and fixing new Thermo Mechanically Treated (TMT) reinforcement bars of grade Fe-500D or higher in replacement of existing reinforcement bars having more than 30% section loss due to corrosion, including cutting and removal of damaged reinforcement bars, supplying new reinforcement bars, straightening, cutting, bending and placing in position, securely connecting the replacement bars to the existing sound reinforcement by approved structural lap splices or welding using suitable electrodes and approved welding procedures, including preparation and cleaning of bar surfaces, grinding, removal of welding slag, inspection of welded joints, binding wire, necessary supports, labour, materials, tools, equipment and all incidental charges, complete as per approved structural drawings and directions of the Engineer- in-Charge. |
| 22 | Providing and applying factory-manufactured, two-component, solvent-free, high- strength, thixotropic epoxy-based structural repair mortar, comprising resin and hardener, suitable for filling cracks, pores, crevices, honeycombs and cavities in prepared RCC surfaces, including thorough cleaning of the substrate, proportioning and mixing of components, application, compaction, finishing and all incidental operations, complete as directed by the Engineer-in-Charge. Make: Sika / Fosroc or equivalent approved make. |
| 23 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers. |
| 24 | Providing and applying factory-manufactured, single-component, dual shrinkage- compensated, fibre-reinforced, thixotropic, high-strength cementitious structural repair mortar having a minimum 28-day compressive strength of 45 MPa ( 45 N/mm²), comprising selected cement, graded aggregates, synthetic fibres and special additives, suitable for structural concrete repairs in vertical, horizontal and overhead applications, having high bond strength and low shrinkage, over the properly prepared, cleaned and pre-wetted RCC substrate, including mixing with the specified quantity of clean water, application by hand or machine in successive layers to a maximum thickness of 25 mm (1 inch), proper compaction, levelling and finishing to obtain a smooth, plain surface matching the original profile and dimensions of the structural member, and curing as per the manufacturer's specifications for a minimum period of 24 hours before subsequent plastering, including all materials, labour, tools, equipment and incidental charges, complete as directed by the Engineer-in-Charge. Make: Sika / Fosroc or equivalent approved make. |
| 25 | Providing and carrying out treatment of cracks in RCC roof using a two-component, high-strength, solvent-free epoxy resin-based crack injection and gravity-filling system having a minimum compressive strength of 70 MPa ( 70 N/mm²), with low viscosity to ensure effective penetration into structural cracks, including mechanically grinding the terrace surface to clearly expose the cracks; opening the structural cracks to a width of approximately 3 mm and depth of 5 mm; thoroughly cleaning the treated area to remove dust, debris and loose particles; mixing the two components in the specified proportions and filling the prepared cracks with the epoxy resin system by gravity flow method to ensure complete penetration and filling of cracks; allowing a minimum curing period of 6–8 hours before application of subsequent coating and restricting traffic over the treated area for 7 days, including all necessary labour, materials, tools and equipment, complete as directed by the Engineer-in-Charge. Make: Sika / Fosroc or equivalent approved make |
| 26 | Providing and laying 25 mm thick waterproof protection screed in cement concrete mix of 1:2:4 proportion (1 cement : 2 coarse sand : 4 graded stone aggregate), using 12 mm nominal size graded aggregate, admixed with a suitable styrene-butadiene rubber (SBR) based polymer modifier at 2% by weight of cement, including preparation and cleaning of the base surface, mixing, laying, levelling, finishing to the required slope and curing. The screed shall be laid in panels of approximately 3 m × 4 m with suitable separation joints to control shrinkage and cracking, including all necessary materials, labour, tools and equipment, complete as directed by the Engineer-in-Charge. |
| 27 | Providing and applying a two-component, acrylic polymer-reinforced, flexible cementitious waterproofing coating suitable for RCC roofs, sunshades, parapet walls, kerbs and other exposed concrete surfaces, having elongation at break greater than 120% ( 120%), with excellent adhesion, flexibility and crack-bridging properties, including chipping, grinding and thoroughly cleaning the surface to remove all loose particles, dirt, paint, oil and other contaminants. All junctions between roof and parapet walls, sunshade walls and other vertical surfaces shall be provided with suitable cementitious polymer-modified mortar coving. Drainage pipe openings and pipe junctions shall be properly sealed using non-shrink, non-metallic cementitious grout. After proper curing of the surface preparation, applying the recommended primer coat followed by two coats of high-performance elastomeric, acrylic polymer- reinforced cementitious waterproofing compound using suitable brushes, with the second coat applied perpendicular to the first coat after the recommended interval. Fine silica sand shall be sprinkled over the second coat while in green condition to provide a suitable bonding surface for subsequent protection screed/plaster. The treated surface shall be allowed to cure for a minimum of 48 hours before carrying out subsequent protection screed/plaster work, including all necessary materials, labour, surface preparation, tools and equipment, complete as directed by the Engineer-in-Charge. The waterproofing work shall carry a minimum 10-year performance warranty from the date of completion. Make: Sika / Fosroc or equivalent approved make. |
| 28 | Providing and filling segmentation joints in cement screed with two-component, pourable-grade polysulphide-based elastomeric joint sealant to prevent water penetration through the joints, including cleaning of grooves, application of sealant, all necessary materials, labour and equipment, complete as directed by the Engineer- in-Charge. Make: Fosroc / Sika or equivalent approved make. |
| 29 | Providing and fixing in position Stainless steel Grade 304 Plate 1.0 mm thick as per design for expansion joints.300 mm wide |
| 30 | Providing and carrying out treatment of 50 mm wide expansion joints in RCC roof slabs using a 2 mm thick flexible modified polyolefin waterproofing joint strip of 150 mm width, bonded with a two-component structural epoxy adhesive, including removal of existing joint filling materials, preparation and correction of joint faces using non-shrink repair mortar, grinding and levelling of top surfaces, inserting compressible high-density polyethylene joint filler board of suitable thickness, applying epoxy adhesive on both sides of the joint and fixing the flexible waterproofing strip with the centre portion kept loose to accommodate movement, sealing the strip edges with epoxy adhesive and allowing to cure for 24 hours. Thereafter, providing 1 mm thick, 300 mm wide foam sheet over the joint and fixing 0.7 mm thick, 300 mm wide stainless steel cover sheet, with one side securely fixed by drilling and screwing and the other side provided with slotted holes and loose screw fixing to accommodate expansion and contraction movements of the RCC slabs, including all materials, labour, tools, equipment and incidental charges, complete as directed by the Engineer-in-Charge. Make: Sika / Fosroc or equivalent approved make. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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