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| 1 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 2 | M & L for 100 mm thick Cement concrete 1:4:8 type D2 using 40mm graded mechanically crushed stone aggregates in as in sub base of floors complete all as specified and as directed. |
| 3 | M&L for 75 mm thick cement concrete type C-2, 1:3:6 ( using 20 mm graded mechanically crushed stone aggregate) as in path/pavings/plinth protection, floors etc laid in bays including fair finishing the concrete surface even and smooth without using extra cement including putting expansion joints filled with polyurethane joint sealants/glass dividing strips or complete all as specified and directed by Engr-in-Charge. |
| 4 | M&L for prepolished 60 mm thick rubber moulded double glossy coloured designer interlocking tiles made of M-35 design mix concrete, laying over 25 mm thick sand cushioning, with the crushing strength not less than 250 Kg/Sqcm of approved design and shape, complete all as specified and directed . |
| 5 | M&L for prepolished 80 mm thick rubber moulded double glossy coloured designer interlocking tiles made of M-40 design mix concrete, laying over 25 mm thick sand cushioning, with the crushing strength not less than 250 Kg/Sqcm of approved design and shape, complete all as specified and directed . |
| 6 | M&L for Chequered cement concrete prepolished colour tiles 30 cm x30 cm x 25 mm thick,set jointed and pointed in neat cement slurry in floor using grey cement with pigment.including 20 mm thick screed bedding in CM 1:6 over complete all as specified and directed |
| 7 | M&L for PCC 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in coping & as in bonding/locking of edges of interlocking tiles including weathering slightly rounded or chamfered angles & throating etc including necessary form work complete all as specified and drected. |
| 8 | Dismantling of plain or AC sheeting any guage , thickness, including Nainital or similar pattern from roof covering and wall Cladding complete all as specified and directed. |
| 9 | S&F Pre painted galvalume aluminum zink 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 directed. |
| 10 | Excavation in post holes each not exceeding 0.5 cum getting out, returning, filing in and removing earth or brocken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m in soft/loose soil and making good surface as per existing surface complete all as specified and as directed. |
| 11 | M&L for cement concrete 1:4:8 Type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling or mass concrete complete all as specified and as directed. |
| 12 | Dismantling of mild steel work or wrought iron of any description in any position complete all as specified and directed. |
| 13 | S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or inducton but welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed. |
| 14 | S&F MS framed work as in doors or gates of angle or other sections with gusset plates, rails, braces, trusses, purlins etc complete drilled for fixing to steel sheeting or other covering, doors, etc, to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging, also fastening and fixing complete conforming to Fe-410-W complete all as specified and as directed. |
| 15 | M&L for prepration of new steel surfaces exceeding 10 cm girth and apply two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed. |
| 16 | Taking down all loose / spalling out concrete including loose plaster from old surfaces of RCC walls complete all as specified and as directed by Engineer-in-Charge |
| 17 | M&L for providing one layer of guniting, cleaning the exposed steel by sand blasting and providing and welding new reinforcement (if required and directed) to old steel and applying two coats of anti-corrosive zinc chromate paint (both on old and new steel), applying one coat of epoxy based adhesive over exposed surfaces to receive guniting, including supplying and fixing stainless steel wire mesh of size 1.40mm nominal dia average width of aperture 12mm and binding with 22gauge binding wire with reinforcements or with stainless steel staples and pressure guniting the surface with CM 1:3 with average thickness 35mm with equipment as per IS: 6433-1972 and IS:9012-1978 complete all as specified and as directed |
| 18 | M&L for rendering the surface in 10mm thick CM 1:4, finishing the surface even and smooth without using extra cement, including all necessary scaffolding and staging and rubbishing off the premises complete all as specified and as directed |
| 19 | M & L for preparation of surfaces of newly/ RCC/stone/concrete/brick walls and applying two coat of exterior emulsion paint in camouflaging pattern of any shape and of any pattern over & including a coat of alkali resistant primer complete all as specified and directed. |
| 20 | M&L for preparation of old or previously treated surfaces of RCC / Stone / Concrete / brick walls/ Asbestos Cement Sheet or plastered surfaces and applying one coat of exterior acrylic emulsion paint in camouflaging pattern of any shape and any size complete all as specified and directed by Engineer-in-charge, Note: Sample of camouflage pattern to be approved as per the user requirement by GE. Pattern of camouflage will be given by user. |
| 21 | M&L for Cleaning out of all the walls and floors of SWTs from the algae, vegetation including draining out of water and the like by suitable means and making good the disturbed surfaces where ever required complete all as specified and directed. |
| 22 | M&L for water proofing treatment to SWT Walls/Concrete floor as under :-(a) Making staging/scaffolding as per site requirement.( b) Removing of loose concrete and existing plaster from the surface of SWTs. ( c) Chipping the entire surface to make roughen to receive the gunite.(d) fixing the additional reinforcement bars where the steel bars are rusted if reqd..(e) Applying of 50mm thick average guniting with CM 1:3.5 (1 cement : 3.5 course) sand with mixing of water proofing epoxy compound.(f) Curing the gunited surface for 7 days and removing all the scaffolding etc complete. |
| 23 | Demolition of brick work built in CM or cement lime mortar complete all as specified and directed. |
| 24 | M&L for bricks work built in CM mortar 1:6 with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius all as specified and directed. |
| 25 | M&L for rendering 15mm thick on any faces of brick wall or concrete surface in CM 1:4 mixed with WPC @ 3% by weight of cement finished fair and even without using extra cement complete all as specified and directed.Note : WPC shall be measured and paid separetely. |
| 26 | Supply only integral water proofing compound complete all as specified and directed. |
| 27 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 28 | M&L for providing precast RCC 1:1.5:3 type A-1 using 20mm graded mechanically crushed stone aggregates as in cover slab for man holes, drains , soak well etc and similar articles etc, set in CM 1:4 with plain faces including chamfered weathering throating etc including necessary form work complete all as specified and directed. |
| 29 | S&F mild steel deformed bars or TMT bars 10mm dia and over cut to length, as supporting horizontal bars in chain link fencing, including binding and bonding , and bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 30 | M&L for welding in repairs exceeding 2.5cm in but not exceeding 5cm in length, thickness of metal welded upto 9mm, complete all as specified and directed. Please Enable Macros to View BoQ information |
| 31 | M&L for welding in repairs exceeding 2.5cm in but not exceeding 5cm in length, thickness of metal welded upto 9mm, complete all as specified and directed. Please Enable Macros to View BoQ information |
