| 1 | 1 | Dismantling wrought iron or mild steel work of any description not otherwise provided for | | 2.63 | Qtl |
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| 2 | 2 | Dismantling plain or corrugated steel sheeting, any gauge thickness, including nanital or similar pattern roof coverings | | 30 | SQM |
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| 3 | 3 | Excavation in post holes (or small holes) each not exceeding 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with each around in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface. | | 19 | Each |
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| 4 | 4 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil. | | 353 | Sqm |
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| 5 | 5 | Surface excavation not exceeding 30 cm deep and averaging 30 cm deep and getting out in soft/loose soil. | | 66 | Sqm |
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| 6 | 6 | Removing excavated materials not exceeding 100m and depositing where directed at a level nor exceeding 1.5M above the starting point. | | 114.46 | Cum |
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| 7 | 7 | Supply and Fixing for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction but welded tubes conforming to IS:1161-1979 grade and is painted one shop coat of zinc chromate primer paint (including preparation of surface ) at contractor's workshop before fabrication complete all as specified. | | 2132.42 | Kg |
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| 8 | 8 | Supply and Fixing for MS Tubular section for posts and struts including chain, flat iron hook/fillet, bearing, cutting tops to shape as directed, drilling holes, notching for wire/chain etc including all necessary drilling, bolting or riveting, wind tie 40 x 6 mm for roof including securing bolts etc and similar work confirming to FE-290 Gde E-165 complete all as specified. | | 402.18 | Kg |
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| 9 | 9 | Supply and Fixing angle cleats, plates etc welded to truss sections including rafters and purlins confirming to FE-290 and grade E-165. | | 252.3 | Kg |
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| 10 | 10 | Supply and fixing Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.5mm thick of any colour having tensile strength of 550 MPA as in roof covering/ cladding, fixed with self tapping screws to tabular steel frame work, including rubber/bituminous washers, complete all as specified. | | 418 | SQM |
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| 11 | 11 | -do- -do- all as above but on ridge sheet | | 14 | SQM |
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| 12 | 12 | M & L for cement concrete type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete. | | 12.65 | CUM |
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| 13 | 13 | M & L for cement concrete type C1 1:3:6 (20 mm graded aggregate) kerbs or mud stops, rounded or chamfered on edges. | | 1 | Cum |
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| 14 | 14 | M & L for hardcore of gauge not exceeding 63mm, deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to a true surface. | | 40.76 | Cum |
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| 15 | 15 | M & L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base etc complete all as specified and as directed. | | 604 | SQM |
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| 16 | 16 | M & L for sand filling 50/25mm thick under floors or in foundation including watering and consolidation. | | 21.28 | Cum |
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| 17 | 17 | M & L for machine pressed precast concrete interlocking paver block any shapes and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment | | 492.28 | SQM |
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| 18 | 18 | Removing and kept aside and refixing chain link fencing including wires, any mesh size and type of standards, rails straning bolts etc including provision of binding wire. | | 10.4 | SQM |
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| 19 | 19 | Removing and kept aside and refixing of hot rolled steel equal angles 65 x 65 x 6 mm and MS flat 40 x 6 mm for fixing chain link fencing using tapping screws, complete all as specified. | | 30 | RM |
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| 20 | 20 | M & L excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed. | | 79.08 | Cum |
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| 21 | 21 | M & L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) as in kerb stone for foot path, fair finished even and smooth, water troughs and the like including watering, slightly rounded or chamfered angles and throating, all as specified and directed | | 7 | CUM |
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| 22 | 22 | M & L for Pre cast cement concrete block masonry (Type C1 1:3:6 using 20 mm graded aggregate) with solid blocks exc 10 cm in width and setting in cement mortar in 1:6 complete all as specified. | | 47.82 | CUM |
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| 23 | 23 | M & L Moorum filling in floors/pavings, laid in layers not exceeding 15cm thick, spread, leveled and rammed/ rolled including watering to required level and gradient complete all as specified and directed. | | 45.48 | CUM |
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| 24 | 24 | M & L for 15 MM thick screed bed or bedding layer of mortar for laying floor finishes etc in Cement Mortar 1 : 6 complete all as specified and directed. | | 249 | SQM |
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| 25 | 25 | S & F Chequered cement concrete tiles 30cm x 30cm x 25mm thick with grey cement and no pigments set, jointed and pointed in neat cement slurry in floors. | | 249 | SQM |
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| 26 | 26 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified. | | 66.2 | SQM |
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| 27 | 27 | M & L preparing surface of newly plastered wall surface and applying two coats of cement base paint over a coat of primer complete all as specified. | | 101.5 | SQM |
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| 28 | 28 | M & L for preparing old painted surfaces by washing, rubbing down and stopping of painted surfaces and applying one coat of cement base paint on surfaces of retaining wall etc complete all as specified. | | 120.06 | SQM |
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| 29 | 29 | M & L for returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified. | | 26.39 | Cum |
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| 30 | 30 | Demolition of cement concrete (unreinforced) in ground floor and pavings not exceeding 15 cm thickness (below or above ground level) and removing rubbish to a distance exc 50 m and not exc 100 m depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. | | 6.34 | Cum |
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| 31 | 31 | Demolition of Block work masonry, built in cement mortar including precast concrete articles complete all as specified. | | 3.84 | Cum |
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| 32 | 32 | Dismantling of plain or corrugated PVC sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed. | | 92.92 | SQM |
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| 33 | 33 | M & L for 100 MM Thick, PCC 1:3:6 Type D-2, using 40mm graded crushed stone aggregate as in sub base etc complete all as specified and directed. | | 137.28 | SQM |
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| 34 | 34 | M & L for 100 MM Thick, PCC 1:2:4 Type B-2, using 40mm graded crushed stone aggregate finishing surface even and smooth without using extra cement and spike rolling to surface or making impression of expanded metal, while the concrete is green as in ramp etc, complete all as specified and directed. | | 15.2 | SQM |
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| 35 | 35 | M & L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed. | | 0.4 | 10RM |
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| 36 | 36 | M & L mild steel TMT bar 10mm dia and over cut to length bend to shape required including cranking bending spirally for hooping, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips quality confirm to IS etc complete all as specified and directed. | | 49.84 | Kg |
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| 37 | 37 | M & L mild steel TMT bar 5mm dia and over cut to length bend to shape required including cranking bending spirally for hooping, hooking ends and binding with and including MS wire (annealed) as in stirrups complete all as specified and directed. | | 21.99 | Kg |
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| 38 | 38 | M & L Fair finished flat form work to sides and soffits of floor or roof beams, lintels cantilevers, shelves including supports etc complete all as specified and directed. | | 5.6 | SQM |
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| 39 | 39 | M & L for Reinforcement Cement Concrete Type B1, 1:2:4 (using 20 mm graded granite stone aggregate) in Beams, Cantilevers, bressummers, lintels over 1.5M span complete all as specified and directed. | | 0.56 | Cum |
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| 40 | 40 | M&L for cement concrete TypeB0, 1:2:4 (using 40 mm graded granite stone aggregate) in mass filling under post and pillar of any thickness, size or shape including complete all as specified and directed. | | 0.29 | Cum |
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| 41 | 41 | M & L for Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) in walls or retaining walls, ant thickness, size or shape including plasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases). | | 0.36 | Cum |
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| 42 | 42 | M & L for 10mm thick rendering in CM 1 : 4 on fair faces of block work or concrete surfaces and to be finished even and smooth without using extra cement complete all as specified. | | 35.4 | SQM |
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| 43 | 43 | Supply only Integral water proofing compound. | | 5.94 | Kg |
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| 44 | 44 | M & L for applying two coats of synthetic enamal paint over single coat of red oxide including preparation of new steel surface over 10 cm width or girth complete all as specified and directed. | | 48.73 | SQM |
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| 45 | 45 | M & L for painting to old surfaces of any description, over 10 cm in width or girth not otherwise described and applying one coat of synthetic enamel paint including preparation complete all as specified. | | 40 | SQM |
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| 46 | 46 | M & L for for applying two coats of synthetic enamal paint over single coat of red oxide including preparation of new steel surface not exceeding 10 cm width or girth complete all as specified an directed. | | 6 | X RM |
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| 47 | 47 | Preparation of old painted steel surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying a coat of Synthetic Enamel Paint (Ordinary tint). | | 8 | X RM |
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