REPAIR TO CULVERT, PARAPET WALL, STORM WATER DRAIN, VIEW CUTTER, ALONGWITH MISC B/R REPAIR AT BEG AND CENTRE UNDER AGE B/R-II OF GE (C) KHADKI.

Desilting of existing drain/storm drain width of drain exceeding 0.30mtr and n exceeding 0.90m in bottom removing sludge, stones, solid particles etc complete from the drain at any location and at any depth removing the same from the campus complete all as specified and as directed. (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul condition. (ii) At some location contractor have to provide electric pump alongwith flexible pipe connection to inlet and outlet of pump, for removal of sludge and debris out of MOD land.

Dismantling of floor hearth or wall tiling including cm bedding (but not backing) removing serviceable tiles in store rubbish of the premises complete all as specified and as directed.

Supply and fix wall cladding tiles in vertical surface of any size & including 10mm thick rendering in CM 1:4 set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed.

Dismantling of Plain or corrugated/galvalume steel sheeting/mild steel sheet/ fibre sheet in any position, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed.

Supply and fix 2.00mm thick, fibre glass reinforced translucent plain sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and as directed.

Supply and fix for pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.

Supply and fix for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in ridge, roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.

Supply and fix for 0.63 mm plain galvanised, mild steel sheeting, in ridges, hips, valley Gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275. fixed with self tapping /coach screws complete all as specified and as directed.

Supply and fix for 0.63 mm galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275. fixed with self tapping /coach screws complete all as specified and as directed.

Supply and fix steel work in tubular trushes including special shaped washer etc complete using ERW or induction but welded tubes confirming to I.S. 1161-1979 grade St. 240 etc as in purlins complete all as specified and as directed.

Supply and fix rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe-410 W(Gde E-250) quality B

Material and labour for preperation of new steel surfaces of any desciption over 10 cm in width or girth not other wise descibed and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and as directed.

Dismantling mild steel work of any description and in any position complete all as specified and as directed. .

Material and labour for mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders,walk ways; railings con forming to Fe.290.Gde-E-165 complete all as specified and as directed.

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided below or above GL complete all as specified and as directed.

Demolition of precast concrete block walling built in cement mortar as in manhole including PCC coping complete all as specified and as directed.

Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc.

Material and labour for precast cement concrete block masonry using type C1 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar1:6 complete all as specified and as directed.

Description all as per Item No 18 above except blocks

Material and labour for PCC 1:2:4 Type B-1 using 20 mm graded coarse aggregate as in coping including necessary formwork and benching in bottom of manholes drain etc complete all as specified and as directed.

Material and labour rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces and finishing the surfaces even and smooth without using extra cement including 3% WPC complete all as specified and as directed (WPT shall be measured separately).

Supplying only integral water proofing compound complete all as specified and as directed. MAKE:- Dr FIXIT/UltraTech Cement or techno commercially equivalent

Dismantling of precast interlocking tiles/ paver blocks, chequered tiles of any description thickness & size complete all as specified and as directed.

Material and labour for 25 mm thick sand filling under floors or foundations including watering and consolidation complete all as specified and as directed.

Material and labour for 75 mm thick PCC 1:3:6 type C1 as in Plinth protection to prevent moisture from entering in building through its base complete all as specified and as directed.

Material and labour for 75 mm thick, PCC (1:4:8) type B-2 using 40 mm graded stone aggregates as in sub base complete all as specified and as directed.

Material and labour for providing 60 mm thick machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006,with grey cement and pigment,rubber moulded tiles M-35 Grade as in floors, paving, path etc.complete all as specified and as directed.

Supply and fix for providing precast cement concrete louvres and jallies, 35 mm thick (measured solid), including all mouldings using cement concrete type B0 1:2:4 (12.50 mm graded aggregate) set in cement mortar 1:4 including taking down old jallies etc complete all as specified and as directed.

Material and labour 100mm thick PCC type B2 (1:2:4) 40 mm graded stone agg in floor finished fair, even and smooth without using extra cement.as in hardstanding complete all as specified and as directed.

Material and labour for removing the leaking outlet bends and fitting joints of 100 and 75mm and repairing leaking joints by PVC solvent or ordinary cement and closing the gap in outlet by cement sand mortar for making leakage free duct walls followed by Removal of weeds and vegetation on outlet side with hand tools only and injecting Monsanto’s herbicide to prevent the growth of new plants in future, finishing, including replacements of damaged bends and fitting joint complete all as specified and as directed by Eng-in-charge.

Material and labour for preparing new plastered and applying two coat of cement based paint (any tint) over a coat of primer on walls complete all as specified and as directed.

Material and labour for preparing old plastered surface of walls and applying two coat of cement base paint at any height including necessary scaffolding ladder etc complete all as specified and as directed.

Material and labour for 75mm bore PVC(SWR) pipe, type 'B' single socketed in any length with rubber ring joints laid in trenches or floors fixed in repairs all as specified and as directed.

Material and labour for 110 mm bore PVC (SWR) pipes, type 'B' single socketed in any length with rubber ring joints fixed to wall including PVC clamps and necessary fittings fixed in repairs complete all as specified and as directed.

Material and labour for Epoxy treatment for toilet and bathroom non destructive(no hacking) sunken typically involves applying specialized epoxy resins, coatings, or high-grade fillers to cracks, tile joints, and potential water entry points. Application Process follows the following steps (a) Surface Preparation (Critical): The area is thoroughly cleaned, and existing, damaged grout is removed to expose the gaps. (b) Crack Repair/Injecting: If there are cracks in the concrete slab or walls, they are widened, cleaned, and filled with epoxy grout or injected with epoxy resin. (c) Epoxy Grout Application: A two-part epoxy grout is applied to all tile joints using a rubber float or squeegee, ensuring the joints are completely filled. (d) Cleaning and Curing: Excess epoxy is removed immediately with a damp cloth or specialized cleaner before it hardens. The area must be left to cure for at least 24 hours (or as directed by the manufacturer) before use.

Repairs to existing steel gates exc 1.5 sqm and n exc 4 sqm, including taking down from original position and repair to damaged/disturbed portion of gate including replacement of tower bolt,sliding bolt and necessary repair at required places of gate including painting to disturbed surface complete all as specified and as directed.

Demolition and breaking up drain pipes ( salt glazed sanitary ware AC/RCC) of dia 450mm drain pipes set in cement mortar, dia of pipe 450mm complete all as specified and as directed.

Material and labour for reinforced concrete pipes, 450 mm bore, Class NP-2, laid and jointed complete with collars all as specified and as directed.

Material and labour for cement concrete 1:3:6 type C-2, as in concrete bed to drain pipes including packing under & haunching against sides of pipes after they are laid and tested for 450 mm complete all as specified and as directed.

Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, pipes etc and getting out in soft soil/hard soil complete all as specified and as directed.

Returning, filling in soft soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm complete all as specified and as directed.

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.

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