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| 1 | Demolition of brick work / stone masonary built in cement mortar including all quioins, arches, pillars etc, complete all as specified and directed. |
| 2 | Taking down cement plaster on brick or stone walls etc including racking out joints,hacking for key,scrubbing down with water etc, complete all as specified and directed. |
| 3 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed. |
| 4 | Dismantling wrought iron or mild steel of any description not otherswise provide for, etc, complete all as specified and directed. |
| 5 | Dismantling barbed wire fencing of any description, complete all as specified and directed. |
| 6 | M & L for brick work with sub class 'B' bricks in straight or curved on plan exc 6m mean radius built in CM 1:6, complete all as specified and directed.Note: Work involves head load, No extra cost shall be borne by Govt Exchequer in r/o labour involved in this regard and if any sort of clearence from bushes is required. |
| 7 | S&F mild steel work as in posts or struts of fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, including all necessary drilling, bolting or riveting etc conforming to Fe- 290 Gde E-165, complete all as specified and directed. Note : Work involves head load , No extra cost shall be borne by Govt Exchequer in r/o labour involved in this regard and if any sort of clearence from bushes is required) |
| 8 | S&F Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing any type of standard rails straining bolts incl securing or tying at crossing with and provn of Galvanised MS wire, staples or steel pins, as directed (each line wire to be measured), complete all as specified and directed. |
| 9 | M&L for rendering 15 mm thick in cm 1:4 on brick or concrete surfaces of wall, finished even and smooth without using extra cement, complete all as specified and directed.Note: Work involves head load , No extra cost shall be borne by Govt Exchequer in r/o labour involved. |
| 10 | S&F in repair Punched tape concertina coil 600/900mm dia or any other coil size of any type of standards,rails etc including provision of mild steel(annealed) binding wire, complete all as specified and directed. |
| 11 | M&L for cement concrete (1:2:4) type B1 (using 20 mm graded stone aggregate)as in surface channel and drains, complete all as specified and directed. |
| 12 | Extra for forming fair finish drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc all as sdpecified and directed.. |
| 13 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint (multi colour pattern as approved by GE), complete all as specified and directedNote : Work involves head load , No extra cost shall be borne by Govt Exchequer in r/o labour involved in this regard and if any sort of clearence from bushes is required. |
| 14 | M&L for preparation of old plastered surfaces of walls and applying one coat of cement base paint (multi colour pattern as approved by GE), complete all as specified and directedNote : Work involves head load , No extra cost shall be borne by Govt Exchequer in r/o labour involved in this regard and if any sort of clearence from bushes is required. |
| 15 | M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer n. exc 10 cm width or girth, complete all as specified and directed. |
| 16 | M&L for preparation of old painted steel surface and applying one coat of synthetic enamel paint n. exc 10 cm width or girth, complete all as specified and directed. |
| 17 | M&L for Broken glass coping on top of walls in CM (1:3), complete all as specified and directed. |
| 18 | Rough excavation not exceeding 1.5 m deep and getting out in Hard/dense soil, complete all as specified and directed. |
| 19 | Excavation over areas not exc 1.50m deep and getting out in Hard/dense soil, complete all as specified and directed. |
| 20 | M&L for plain cement concrete (1:4:8), type D-2 (using 40 mm graded crushed stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed. |
| 21 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified and directed. |
| 22 | M&L for Reinforced Cement Concrete M-25 (design mix) (using 20mm graded crushed stone aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. |
| 23 | M&L for Reinforced Cement Concrete M-25 (design mix) (using 20mm graded crushed stone aggregates) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 24 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for rough finished surfaces of concrete, complete all as specified and directed. |
| 25 | M&L for TMT steel bars 10mm dia and over as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified and directed. |
| 26 | M&L for TMT steel bars 6mm to 8mm dia and over as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified and directed. |
| 27 | Returning, filling including spreading, levelling, watering & well ramming in layers not exceeding 25 cm thick in any type of soil, complete all as specified and directed. |
| 28 | Removing surplus excavated material (soils) to a distance exc 50m but not exc 100m and depositing where directed at a level n. exc 1.5m above the starting point, complete all as specified and directed. |
| 29 | S&F PVC pipe (SWR) single socketed 75 mm bore in any length in wall for weep holes to drain out water, complete all as specified and directed. |
| 30 | M&L for hand packing stone aggregate size 20mm to 40mm at back of wall over arches etc and rising (or lowering ) to the required level, complete all as specified and directed. |
| 31 | S&F welded steel wire fabric,Weight not exc 4 kg per square metre, complete all as specified and directed. |
| 32 | Demolition of cement concrete in ground floor and paving n exc 15 cm th (below or above ground level), complete all as specified and directed. |
| 33 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of floors, paving, complete all as specified and directed. |
| 34 | M&L for screed bed or bedding layer of cement mortar 15 mm thick for laying floor tiles in CM 1:4, complete all as specified and directed. |
| 35 | M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry as in treads and cut polished with gray cement and no pigment, complete all as specified and directed. |
| 36 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. |
| 37 | M&L for reinforcement concrete design mix M-30 (using 20mm graded stone aggregate) as in raft footing basement slab etc of SWT, complete all as specified and directed.Note: The work has to be executed in highly restrictrd area. |
| 38 | M&L for reinforcement concrete design mix M-30 (using 20mm graded stone aggregate) as in walls retaining walls any thickness etc of SWT, complete all as specified and directed.Note: The work has to be executed in highly restrictrd area |
| 39 | Formwork to faces of curved surfaces of walls,well steining well curves and similar work including attached illasters, buttresses, etc, vertical or to batter, complete all as specified and directed. |
| 40 | M&L for rendering 10 mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces mixed with WPC, finished even and smooth without using extra cement, complete all as specified and directed.Note: WPC shall be measured and paid separately. |
| 41 | Supply only liquid water proofing compound confirming to IS, complete all as specified and directed. |
| 42 | M&L for 75 mm thick Cement concrete type C- 2, 1:3:6 (40mm graded aggregate) as in plinth protection, finishing the surface even & fair, complete all as specified and directed. |
| 43 | M&L for Providing, cement concrete type B1, 1:2:4 (using 20 mm graded stone graded) as in coping including necessary formwork, complete all as specified and directed. |
| 44 | Surface excavation (not exceeding 30cm deep) and averaging 15 cm , getting out in soft/loose soil, complete all as specified and directed. |
| 45 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and directed. |
| 46 | Excavation in post holes (or similar holes) each nexc 0.5 cum getting out returning filling in and ramming earth or broken stone boulders mixed with boulders in soft/koose soil, complete all as specified and directed. |
| 47 | M&L for Non skid coloured tiles (square/rectengular) 7 to 8 mm thick area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface over and including 15mm thick screed bed in CM (1:4), complete all as specified and directed. |
| 48 | M&L for glazed coloured ceramic tiles in dado/vertical surface (350mm x250mm x 7 mm/450x300x7mm thick set and jointed in neat cement slurry and pointed in coloured cement to match the surface over & including 10mm thick rendering in CM (1:4), complete all as specified and directed. |
| 49 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, complete all as specified and directed. |
| 50 | M&L for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and onehexagonal or square nut, n exc 5cm long etc & dia meter of neck is 11 to 15 mm, complete all as specified and directed. |
| 51 | M&L for Mild steel holding nut bolts exc 22.5 cm length not exc 30 cm length (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square dia of shank 11 to 15 mm etc, complete all as specified and directed. |
| 52 | S&F mild steel (plain or chequered ) channels, square cut or notched (oridinary and counter sunk) forming holes, w/o any attatchment, complete all as specified and directed. |
| 53 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of two or more colour (multi colour pattern as approved by GE) having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. Please Enable Macros to View BoQ information |
