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| 1 | Dismantling of Bricks (laid flat or on edges) or brick tile in floors, channel, kerbs, drains, aprons laid bedded and pointed in any mortar etc. including necessary excavation, grass cutting, cleaning of running or dry drain filled with of any type of blockage etc.complete in all respect as specified and directed. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15cm thickness (below or above ground level) complete in all respect as specified and directed. |
| 3 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete in all respect as specified and directed. |
| 4 | Dismantalling of Brick work, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facing, and pre-cast concrete articles complete in all respect as specified and directed. |
| 5 | Dismantling of posts or struts (Wood, Steel or RCC) of any section and size including taking out embeded portion and making good disturbed ground posts embeded in cement concrete, brick work, masonary complete in all respect as specified and directed. |
| 6 | M&L for Cleaning of existing open/covered drain of any width and any depth incldg removal and refixing of drain covers, removal of loose soil, cement, mud, garbage, debris, sludge (liquid/Dry), vegitation,tree roots etc in any position manually or machnically outside MOD land complete all as specified and directed by engr-in-charge. |
| 7 | Dismantling of fencing wire mesh including tie rods, flat iron etc any type, complete in all respect as specified and directed. |
| 8 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 300mm internal dia complete in all respect as specified and directed. |
| 9 | Dismantling wrought iron or mild steel work of any description not otherwise provided for etc complete in all respect as specified and directed. |
| 10 | Excavation in post holes (or similar holes) each not exc. 0.5 Cum getting out ,returning, filling and ramming earth in layers not exceeding 25 cm, watering and removing surplus soil to a distance n. exc. 50 mtr in soft/loose soil complete in all respect as specified and directed. |
| 11 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete in all respect as specified and directed. |
| 12 | Excavating in trenches, n. exc 1.5 m wide and n. exc 1.5 m in depth; for foundation, etc. and getting out in soft/loose soil complete in all respect as specified and directed. |
| 13 | Removing excavated material n. exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete in all respect as specified and directed. |
| 14 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete in all respect as specified and directed. |
| 15 | Taking down cement plaster on brick or concrete surfaces including racking out joints, hacking for keys, scrubbing down with water etc. complete in all respect as specified and directed. |
| 16 | M&L brick work sub class B, class designation 75 old size bricks, laid flat in floors, walls or of similar types, bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3. complete in all respect as specified and directed. |
| 17 | All as per Item No.16 here-in-before but except bricks including cleaning, de-mortaring of bricks as retreived under respective items of the schedule complete in all respect as specified and directed. |
| 18 | M&L brick work sub class B, class designation 75 old size bricks, laid on edge in floors bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3. complete all as specified and directed. |
| 19 | All as per Item No. 18 here-in-before but except bricks including cleaning, de-mortaring of bricks as retreived under respective items of the schedule complete in all respect as specified and directed. |
| 20 | M&L for PCC 1:3:6 type C1 (using 20mm nominal size crushed and graded stone aggregate) as in surface channels & drains complete in all respect as specified and directed. |
| 21 | M & L for extra forming fair finished drain or channel any girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc for 300mm girth .complete in all respect as specified and directed. |
| 22 | M & L brick work sub class B, class designation 75 old size bricks, straight or curved on plan exceeding 6 m mean radius built in CM 1:4 complete in all respect as specified and directed. |
| 23 | M&L 15mm thick rendering on brick work or concrete wall surfaces in cement mortar 1:6, finished even & smooth with using extra cement complete in all respect as specified and directed. |
| 24 | M&L for cement concrete Type E-2, 1:4:8 (using 40mm nominal size crushed and graded stone aggregate) in foundations filling and mass concrete complete in all respect as specified and directed. |
| 25 | M & L mild steel deformed TMT bar 10mm dia and over cut to length, bend to shape required, including cranking , bending spirally for hooping for columns, hooking and binding with and including mild steel wire (ammealed) not less than 0.9 mm dia complete in all respect as specified and directed. |
| 26 | All as per Ser item No 25 here in before but 5mm dia and over upto and including 10mm dia bars as in stirrups, spacers and binders, quality conforming to Fe-410 complete in all respect as specified and directed. |
| 27 | S&F rolled mild steel in joist, angle, channel, beam, flat sections fixed independently without connecting plates etc of grade Fe-410W (GdeE-250) quality A complete in all respect as specified and directed. |
| 28 | M&L mild steel round bar 10mm dia and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia(Fe-410-W or (Gde E-250) quality A or Fe 290 (Gde E-165) complete in all respect as specified and directed. |
| 29 | S&F in repair galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type if standard rail s straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staple or steel pins etc. complete in all respect as specified and directed. |
| 30 | S&F for chain link fencing MS galvanized 3.14mm dia 100mmX 100mm mesh fixed to RCC post including securing or tying with GI MS wire staples, ms section, bars etc. . complete all as specified and directed. |
| 31 | S&F mild steel screw bolts 11 to 15mm diameter of shank (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 haxagonal or square exe 5 cm and n exc 10 cm long complete in all respect as specified and directed. |
| 32 | M&L mild steel works in Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, 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 and hanging; also fastening and fixing (Fe 290 (Gde E-165) ) complete in all respect as specified and directed. |
| 33 | S & F 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; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete in all respect as specified and directed. |
| 34 | M & L PCC (1:2:4) type B-1 using 20 mm nominal size crushed and graded stone aggregate in coping, hold fasts or of similar items including necessary cutting, form work etc. complete in all respect as specified and directed. |
| 35 | M & L 100 mm thick PCC (1:2:4) type B-2 using 40 mm nominal size crushed and graded stone aggregate laid in floor, path etc. or of similar type finished the surface even and fair without using extra cement complete in all respect as specified and directed. |
| 36 | M & L 75 mm thick PCC (1:3:6) typeC-2 using 40 mm nominal size crushed and graded stone aggregate laid in alternative bays finished the surface even and fair without using extra cement complete in all respect as specified and directed. |
| 37 | M&L for sand filling under floor or below paver blocks incl. watering and consolidation complete in all respect as specified and directed. |
| 38 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment complete in all respect as specified and directed. |
| 39 | M&L for preparation of new steel surfaces of any width or girth and applying two coats of synthetic enamel paints over a coat of red oxide primer complete all as specified and directed. |
| 40 | M&L for preparation of old steel surfaces of any width or girth and applying one coat of synthetic enamel paints complete all as specified and directed. |
| 41 | Providing precast man hole cover, coping etc. in cement concrete 1:2:4 type B1 using 20mm nominal size crushed and graded stone aggregate or similar type of itmes complete in all respect as specified and directed. |
| 42 | M & L for 450mm internal dia of Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches complete in all respect as specified and directed. |
| 43 | M & L for Running welding in repairs exc. 2.5cm but n. exc 5cm in length and exc. 9mm but not exc 20mm complete in all respect as specified and directed. (Note: Welding machine and rod is included in this item, the site is spread in wide spread area, Contractor must quote the rates accordingly) |
| 44 | M & L for Cement concrete chequered tiles with grey cement and pigment 30cm x 30cm x 20-25mm thick, machine pressed; set jointed and pointed in neat cement slurry in floors over 15mm screed bed in CM 1:6 complete in all respect as specified and directed. |
| 45 | Preparaing old decorated plastered or unplastered surface of wall and apply two coats of white wash including scrapping down of old white wash completely complete in all respect as specified and directed. |
| 46 | Preparaing new un decorated plastered or unplastered surface of wall and apply two coats of white wash complete in all respect as specified and directed. |
| 47 | M&L for preparation of new wall surfaces and applying two coats of cement base paint over a coat of cement primer on external walls complete in all respect as specified and directed. |
| 48 | M&L for preparation of Old wall surfaces and applying two coats of cement base paint over a coat of cement primer on external walls complete in all respect as specified and directed. |
| 49 | M & L for preparation of Old surface of wall and applying two coats of weather coat over two coat of home shield over 3mm thick (in two layers), wall care putty over a coat of primer after removal of existing paint complete in all respect as specifified and directed. |
| 50 | M & L for RCC M20 grade of concrete type B-2 using 20 mm nominal size crushed and graded stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete in all respect as specified and directed. |
| 51 | M & L for RCC M20 grade of concrete type B-2 using 20 mm nominal size crushed and graded stone aggregate in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete in all respect as specified and directed. |
| 52 | M & L for 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 in fair finish of flat surface complete in all respect as specified and directed. |
| 53 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in fair finish of flat surface complete in all respect as specified and directed. |
| 54 | Material and labour for 40mm thick PCC (1:2:4) type B1 (using 20mm nominal size, crushed and graded stone aggregate) as in hardstanding/flooring, finished the surface fair and even complete in all respect as specifified and directed. |
| 55 | Providing and laying cement concrete in foundations, filling and mass concrete using 1:5:10 nominal mix type E-2 (using 40mm nominal size crushed and graded stone aggregate) complete in all respect as specifified and directed. |
| 56 | M & L for applying one coat of 85/25 grade hot bitumen @ 0.7 Kg per Sqm over a coat of bituminious primer @ 5 Kg per Sqm complete in all respect as specified and directed |
| 57 | S & F polythne film 150 micron, natural colour fixed with cold cut back adhesive Complete in all respect as specified and directed. |
| 58 | M & L for glazed ceramic coloured wall tiles of size area exc. 0.09Sqm and not exc. 0.16Sqm set and jointed in neat cement slurry and pointed with white cement with pigment to match the tile colour including 10mm thick rendering in cement mortar 1:4 including taking down of existing tile and bedding mortar complete in all respect as specified and directed. |
| 59 | M & L for ceramic coloured digital printed floor tiles of size area exc. 0.09Sqm and not exc 0.16Sqm set and jointed in neat cement slurry and pointed with white cement with pigment to match the tile colour including 15mm thick screed bedding in cement mortar 1:6 including taking down of existing tile and bedding mortar complete in all respect as specified and directed. |
| 60 | M & L for rendering/plastering 15mm thick in cement mortar 1:3 on faces of brick or concrete surfaces and finished the surface even and smooth without using extra with water proofing compound in sunkun floor complete in all respect as specifified and directed. (Water proofing compound shall be measured and paid under supply item only) |
| 61 | M & L for rendering/plastering 15 mm thick in cement mortar 1:4 on faces of brick or concrete surfaces and finished the surface even and smooth without using extra cement complete in all respect as specifified and directed. |
| 62 | S & F PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches 150 mm bore including dismantling and breaking up drain pipes complete in all respect as specified and directed. |
| 63 | S & F PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches 110 mm bore including dismantling and breaking up drain pipes complete in all respect as specified and directed. |
| 64 | M&L for PCC (1:3:6) type C2 (using 40 mm graded stone aggregates) for concrete bed to drain pipes including packing under and haunching against side of pipes 100 mm bore after they are laid down, jointed and tested complete all as specified and as directed. |
| 65 | Supply only Integral water proofing compound complete all as specified and as directed. |
| 66 | Cleaning of septic tank by blocking temporarily the inlet with approprite wooden plugs and bailing/pumping out water from septic tank/ soak pit and scraping out sludge, organic matter /inorganic matter, soft/semi solid material and removing to distance exc 50 m but n.exc 100 m from the starting point and filling into shallow pits n.exc 1.5m deep and removal of wooden plugs and channeling the water back complete all as specified and as directed. Note: Net volume of sludge shall be measured after dewatering by deposition in a shallow pit. The depth of sludge is taken by rodding after the sludge is dewatered and dried or reducing 20% from bulk volume. Please Enable Macros to View BoQ information |
| 67 | Cleaning of septic tank by blocking temporarily the inlet with approprite wooden plugs and bailing/pumping out water from septic tank/ soak pit and scraping out sludge, organic matter /inorganic matter, soft/semi solid material and removing to distance exc 50 m but n.exc 100 m from the starting point and filling into shallow pits n.exc 1.5m deep and removal of wooden plugs and channeling the water back complete all as specified and as directed. Note: Net volume of sludge shall be measured after dewatering by deposition in a shallow pit. The depth of sludge is taken by rodding after the sludge is dewatered and dried or reducing 20% from bulk volume. Please Enable Macros to View BoQ information |
