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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
₹5.1 L
EMD Value
₹10,200
Closing Date
6 Dec 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Shimla Rural Division Dhami
Repair and Maintenance works) Deposit work
2025_PWD_122129_2
No.SRDD-CTR-25-26-14676-710 dt. 27.11.2025
Open Tender
Civil Works - Buildings
Percentage
30 days
Dhami
As per SBD
11 documents required · 11 mandatory
₹350
₹10,200
15 Dec 2025
29 Nov 2025
8 Dec 2025
29 Nov 2025
6 Dec 2025
29 Nov 2025
Demolishing RCC work manually / by mechanical means including stacking of steel bars and disposal of unservicable material with in 50 meters lead as per direction engineer-in-charge.
Demolishing brickwork manually /by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer-in-charge
Dismantling tile work in floors and roofs laid in cemnet mortar including stacking material within 50 meters lead.Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundatior trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m, Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
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 (1 cement: 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Posts and Struts.
Lintels, beams, plinth beams, girders, bresumes and cantilevers.
Suspended floors, roofs, landings, balconies and access platform
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. 1:1.5:3 20 mm nominal size. Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings., balconies, shelves, chhajjas, 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. Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (5.22.1) Mild steel and Medium Tensile steel bars. Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
Cement concrete flooring 1:2:4(1 cement:2sand:4graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete40 mm thick with 20mm nominal size stone aggregate. Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
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 (5.5x 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.Including carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.
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