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| 1 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc and removal of debris frpom site, complete all as specified and directed. |
| 2 | M&L for rendering 15 mm thickon concrete surface or other than fair faces of brick wallin cement mortar 1:4, finished surface even and smooth without using extra cement, complete all as specified and directed. |
| 3 | M&L for preparation of new plastered surfaces of walls and applying two coats of exterior weather coat paint of apex ultima in two or more colour pattern over and including a coat of alkali resistant primer, complete all as specified and directed. |
| 4 | M&L for complete removal of existing treatment of walls and applying two coats of exterior weather coat paint of apex ultima in two or more colour pattern over and including a coat of alkali resistant primer after preparation of surface, complete all as specified and directed. |
| 5 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground as post embedded in concrete, brick work, masonry work etc,complete all as specified and directed. |
| 6 | Dismantling of old unserviceble fencing wire mesh or chain link fencing any type, complete all as specified and directed. |
| 7 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil to a distance n exc 50m andmaking good surface in soft/loose soil, complete all as specified and directed. |
| 8 | M&L for plain cement concrete 1:2:4, type B-2, (using 40 mm graded crushed stone aggregates)in sub base, foundation filling and mass concrete as in post, complete all as specified and directed. |
| 9 | S&F for mild steel work as inposts or struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling,boltingor riveting, etc. and similar work conforming to Fe-290 Gde E-165, embedding in concrete, complete all as specified and directed. Note :- (i) Size of angle shall be as per standard drgs.(ii) Earth work and concrete shall measured & paid for separately under respective items of this BOQ. |
| 10 | Supply & fixing of galvanised iron chain link fencing with 3.8mm to 4mm dia wire mesh size 75x75x3mm (as sample approved by GE) including provision of binding wire after dismantling of of old unserviceable chain link fencing including round bars, complete all as specified and directed. |
| 11 | M&L for mild steel round bars 10mm dia and over, cut to length, bent to shape required, for securing chain link fencing ncluding 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 quality comfarming to Fe-410-W, grade E-250, as in columns complete all as specified and directed. |
| 12 | M&L for 12mm bolts and nuts (machine made) with hexagonal or square head at one end and screwed the other with washers of length n. exc 12 cm and n exc 30 cm after taking down of old nuts and bolts complete all as specified and directed. |
| 13 | S&F for galvanised, 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line of wire to be measured) after dismantling of old unserviceble barbed wire complete all as specified and directed. |
| 14 | S&F for concertina coil 600 mm dia, 56 loops, 2.5mm core wire heavy galvanised (wire-275 GSM & strip-200 GSM), tensile strength of wire 1400-1500 N/Sqmm, weight 7-8 Kg / Coil, stretchable length 12M inlcuding securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc after dismantling of old concertina coil of any type complete all as specified and directed. |
| 15 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth andapplying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 16 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed. |
| 17 | M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates)in foundation, filling and mass concrete, complete all as specified and directed. |
| 18 | M&L for stone walling of random rubble masonry, uncoursed, well bonded, bedded and soilidly hearted, built in cement mortar 1:6, complete all as specified and directed. |
| 19 | Description all as per srl item No. 18 above but except stone.NOTE: Old stone retrieved from demolition shall be used. |
| 20 | M&L for plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in bond stone in stone walling, complete all as specified and directed. |
| 21 | M&L for extra over stone walling of any type of stone for hammer dressing to face stones and dressing of face beds with maximum depression on facefrom straight edge held against the dressed surface n exc 40 mm and joints, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed. |
| 22 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in Cement Mortar 1:4, complete all as specified and directed. |
| 23 | Selecting stone, brick, concrete, etc. suitable for handpacking, filling of hardcore from excavated spoil heaps, removing and piling in convenient places within 50m of spoil heaps, etc. and raising or lowering to required level (measured after selection), complete all as specified and directed.Note: Stone boulder obtained from back filling of existing retaining wall shall be stacked properly under this item. |
| 24 | Broken stone or boulders hand packing (any thickness) at back of wall over arches etc and raising or lowering to the required level complete all as specified and directed.Note: Stone boulder stacked under item No 23shall be used for back filling under this item for new retaining wall . |
| 25 | S&F in repair for 75mm bore PVC (SWR) pipessingle socketed in any length with rubber ring joints,fixed to wallor in floor or trenches as in weep hole, complete all as specified and directed. |
| 26 | M&L for reinforced cement concrete 1:2:4, type B-1, (nominal Mix) using 20mm gradedcrushed stone aggregates as in slab supported on wall, beam and columns in floors roofs, landings, balconies, canopies, deck slabs and the like inclding demolition of old RCC work, complete all as specified and directed |
| 27 | M&L formwork to soffits of suspended slabs such as roof slabs, landings and similar work; n exc 200mm thick (Horizontal and sloping) for rough finished surface of concrete, complete all as specified and directed. |
| 28 | Demolition ofcement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed. |
| 29 | M&L for plain cement concrete, type B-1, 1:2:4, (using 20 mm graded crushed stone aggregates) as in surface channel and drains, complete all as specified and directed. |
| 30 | Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth in any type of soil,for foundation, etc, or for shafts, wells etc n.exc 10 Sqm on plan and getting out, complete, all as specified and directed. |
| 31 | Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick ,complete all as specified and as directed. |
| 32 | Removing excavated material ,not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting poin, complete all as specified and directed. |
| 33 | M&L for plain cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates)in foundation, filling and mass concrete, complete all as specified and directed. |
| 34 | M&L for reinforced cement concrete M-25, (design Mix),(20mm graded crushed stone aggregate) as in foundations, including rafts, footings,foundation beams, plinth beams, bases for columns and the like, complete all as specified and directed |
| 35 | M&L for reinforced cement concrete M-25, (Design Mix)(using 20mm gradedcrushed stone aggregates) as in columns pillars, piers, posts and struts etc, complete all as specified and directed |
| 36 | M&L for reinforced cement concrete M-25, (design Mix)(using 20mm gradedcrushed stone aggregates) as in beams, cantilever, lintel over 1.5m Span, complete all as specified and directed |
| 37 | M&L for brick work with sub class \"B\" bricks, old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4, complete all as specified and directed. |
| 38 | M&L for rendering 15 mm thickon other than fair faces of brick work or concrete surface on wallin cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and directed. |
| 39 | M&L for preparation of new plastered surfaces of wall and applying two coats of exterior emulsion weather proof paintof apex ultima in two or more colour pattern over a coat of alkali resistant primer, complete all as specified and directed. |
| 40 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality comforming to Fe-410-W, grade E-250, complete all as specified and directed. |
| 41 | M&L for mild steel TMT bars 6mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as in stirrups, spacers and binders including binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality comfarming to Fe-410-W, grade E-250, complete all as specified and directed. |
| 42 | M&L formwork to sides of concrete foundation, footing, bases of colums, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar work, in rough finished flat surface of concrete, complete all as specified and directed. |
| 43 | M&L formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete, complete all as specified and directed. |
| 44 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth andapplying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 45 | M&L for framed work as in doors or gates or grating or grills etc of angle or other section with gusset plates, rails, braces, etc, complete, by using Fe-410-W (Gde E-250) quality A drilled for fixing of 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 ( including 1.6 mm the MS plain black steel sheeting or other covering running rails and guides) and hanging, also fastering and fixing complete, including dismantling old doors, gates, grating or grills, including dismantling old steel work, welded fabrick frames, gates, and framed truss etc, complete all as specified and as directed by Engr-in-Chagre. |
