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Tender For Special Repair To Boundary Wall Of Battle School Khreuh Under Ge 861 Ews, Srinagar-Jammu And Kashmir

Tender Notice

52089601
Tender For Special Repair To Boundary Wall Of Battle School Khreuh Under Ge 861 Ews
Tender
Indian
Jammu And Kashmir
Srinagar
21-11-2025

Tender Details

Tender For Special Repair To Boundary Wall Of Battle School Khreuh Under Ge 861 Ews; 1 Taking down cement plaster of any description on stone or brick wall including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. 2 Demolition of brick/stone masonry work built in cement mortar including all quoins, arches, pillars etc but excluding asher facings, dressed stone work and precast concrete articles complete all as specified and directed. 3 M&L Brick work using sub class B bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6, complete all as specified and directed. 4 M&LRendering 15mm thick over brickwork/ Stone masonry surface in cement mortar 1:4 and finishing surface even and smooth without using extra cement complete all as specified and directed. 5 Dismantling wrought iron or mild steelwork of any description not otherwiseprovided for complete all as specified and directed. 6 S&F Hand rails, half round or othersteel section or core for woodenhand-rail straight portion,drilled and countersunk forbalusters running bars, fordoors, balusters,nosingtostepsincludingembedinginconcreteand screwing etc. wind ties forroofincluding securing bolts; posts and struts in fencingincluding cutting tops to shapeas directed, drilling holes,notching for wire, etc, flat ironfillets (for securing wire meshetc) including all necessarydrilling,boltingor riveting, etc.,and similar work conforming toFe-290 Gde E-165 complete all as specified and directed. 7 Fixing onlyHand rails, half round or othersteel section or core for woodenhand-rail straight portion,drilled and countersunk forbalusters running bars, fordoors, balusters,nosingtostepsincludingembedinginconcreteand screwing etc. wind ties forroofincluding securing bolts; posts and struts in fencingincluding cutting tops to shapeas directed, drilling holes,notching for wire, etc.; flat ironfillets (for securing wire meshetc) including all necessarydrilling,boltingor riveting, etc.,and similar work conforming toFe-290 Gde E-165 complete all as specified and directed.Note : Serviceable steel obtained under item No 5 shall be reused. 8 S&F in repairs Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any of standardrails straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel pins etc complete all as specified and directed. (Each line wire to be measured) 9 Restraining and resecuring including making good staples etc. galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing and straining rails and straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire stapplesor steel pins etc. complete all as specified and directed. (Each line wire to be measured) 10 Applying two Coats of cement base paint including priming new plastered and other surfaces with alkali resistant priming paint newly plastered surface including preparation of surface complete all as specified and directed. 11 M&L applying one coat of cement base paint including preparation of old plastered surface of wall complete all as specified and directed. 12 Prepartion of steel and iron surfaces exceeding 10cm width or girth and applying two coats of synthetic enamal paint over one coat of red oxide zinc chrome primer complete all as specified and directed. 13 Prepartion of old steel and iron surfaces exceeding 10cm width or girth and applying one coat of synthetic enamal paint, complete all as specified and directed. 14 Demolition of reinforced cement concrete of any description and in anypositionnot otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed. 15 Reinforced cement concrete (nominal mix)type B1 1:2:4 (using 20mm graded crushed stone aggregate)as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. 16 Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. on flat rough finished surface of concrete complete all as specified and directed. 17 TMT steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. 18 TMT steel bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 19 Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering complete all as specified and directed. 20 S&Fpre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an color having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. 21 NOTE :-An amount of Rs. 62100.00 on account of Credit Schedule for Schedule A Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum.

Key Value

Document Fees
INR 1000 /-
EMD
INR 124957.0 /-
Tender Value
INR 66.63 Lakhs /-

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