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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹6.8 L
EMD Value
₹13,600
Closing Date
16 Feb 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
HPTDC Head Office Kashmir House Dharamshala
Repair of car parking slab, slab adjoining staff quarters and providing and fixing laminated flooring at Utsav Hall at Hotel Holiday Home Shimla (H.P).
2026_HPTDC_125548_3
Proj./4-Misc/2025
Open Tender
Civil Works
Item Rate
45 days
HPTDC Hotel Holiday Home Shimla
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,200
₹13,600
4 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
4 Feb 2026 - 16 Feb 2026
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Tata/Sail/Jindal Panther/Shyam steel or as approved by HPPWD. Thermo-Mechanically Treated bars of grade Fe-500D or more as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade Old work (one or more coats) as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Painting one or more coats on old work with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Providing and laying 3 mm thick APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material in specified manners and disposal of unserviceable material within all lead as per the dierction of Engineer-In-Charge.
Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking of serviceable material in specified manners within all lead Thickness above 10 mm up to 25 mm as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a leads and lifts, stacking serviceable and unserviceable material separately including cutting einforcement bars as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping site for lead upto 10 km periphery area for all lifts, complete as per directions of Engineer-in-charge. Lime, Moorun, Building eubish upto 25Km.
Providing and laying Mandana stone 25mm of approved shade in flooring laid on a bed on 12 mm thick cement mortar 1:3 (1 cement :3 sand) laid over and jointed with neat cement slurry fnished with spacers in between and flush pointung in epoxy grout with pigment of required shade to match the shade of tiles complete as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
Supplying of class 33 Pre-laminated wooden floor HDF 12mm thick Density min 850 kg/m3 of class décor laminate min of 0.4 mm of overlay of melamine based paper with abrasion resistance cycle _>6000, impact Resistance IC in IC3 for 33th class, Scratch Residence EN438>3.5: satin resistance Class -5 thickness swelling _< 18% height difference max _>0.15mm with edge tolerance to 0.5-1.0 mm /mtr with underlay armor as desired 0.8-1.0 mm thick, surface soundness >1.25 N/mm as per the dierction of Engineer-In-Charge including carriage of materials within all leads, lifts and heights.
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