|
| 1 | Taking down cement plaster on brick walls or stone walls of any description etc including raking out joints, hacking for key, scrubbing down with water etc, rubbish off the premises, complete all as specified and directed. |
| 2 | Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15 cm thickness, below or above ground level, complete all as specified and as directed. |
| 3 | Demolition of cement concrete (unreinforced) of any description and in any position not specifically provided for, complete all as specified and as directed. |
| 4 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for( reinforcement cut as required to facilitate demolition) and rubbish off the premises, complete all as specified and directed. |
| 5 | Dismantling of brick work or stone masonay built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles and removal of debris/rubbish off the premises etc complete all as specified and directed. |
| 6 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified & directed. |
| 7 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil, complete all as specified and directed. |
| 8 | Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed. |
| 9 | Excavating in post holes (or similar holes) in any type of soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed. |
| 10 | Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed. |
| 11 | Removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 12 | PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified. |
| 13 | PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified. |
| 14 | Precast reinforced cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articleswith plain faces set in CM 1:4 including necessary moulds/formwork, complete all as specified and directed. Note :- Reinforcement shall be measured and paid seperately under respective items. |
| 15 | Hard core of broken stone or boulders of guage n. exc 63mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. |
| 16 | Brick work with sub class 'B' bricks straight or curved on plan, exceeding 6m mean radius with old size bricks, built in cement mortar 1:4, complete all as specified and as directed. |
| 17 | Brick work with old unserviceable bricks retrieved from dismantling straight or curved on plan, exceeding 6m mean radius with old size bricks, built in cement mortar 1:4, complete all as specified and as directed. |
| 18 | Brick work with fly ash bricks (Old Size bricks), sub class'B' bricks straight or curved on plan to any radius as in half brick thick walls, built in CM 1:4, complete all as specified and directed. |
| 19 | Brick work with old unserviceable bricks retrieved from dismantling straight or curved on plan to any radius as in half brick thick walls, built in CM 1:4, complete all as specified and directed. |
| 20 | 10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:6 finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 21 | 10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 22 | 15mm thick rendering cement plaster in two layers (10+5mm) on fair faces of brick work or concrete surfaces in cement mortar (1:4) mixed with WPC finished even and smooth without using extra cement complete all as specified and directed. |
| 23 | Anodised aluminium powder coated (minimum thickness of powder coating 50 micron of approved colour) partition wall single or double leaf glazed, prelaminated board exterior quality partly glazed paneled, fabricated including aluminium anodised beading, rubber and packing materials drilled in existing wall and thrust bolts of suitable size, complete all as specified. (a) Anodised aluminium frame section shall be of size 101.60 x 44.45 x 1.93mm. (b) Anodised aluminium vertical section shall be of size 85.00x44.45x2.00mm. (c) Anodised aluminium top & stile shutter section shall be of size 95.25x 44.45 x 2.00mm (d) 12mm thick tinted sheet glass/acrylic sheet, neccessary jointing cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws fittings etc. |
| 24 | Powder coated anodised aluminium door frames and shutters 100x40x3.15mm stile and top rail 150x40x3.15mm middle rail & bottom rails of side hung type without sash bars, aluminium section weighing 0.55 kg/m including 5.5mm thick sheet glass/acrylic sheet, necessary joining cleats, glazing clips, rubber neoprene packing, 150mm long locks- 01 No, 100mm long hinges, type B-21 - 03 Nos, 150mm long tower bolts - 02 Nos, 150mm long aluminium alloy handles - 2 Nos in each door and anodised aluminum snap beading screws etc., complete all as specified and directed. |
| 25 | 4mm thick non-asbestos fibre cement building boards of size 600x600mm fixed or laid/ inserted to GI framework with screws, complete all as specified and directed. |
| 26 | GI snap grid frame work of size 605x605mm for false ceiling with powder coated angle of size 25x25x3mm, main runner 'T' of size 25x40x3mm, secondary runner 'T' of size 25x30x3mm with 6mm hnaged rod with butterfly clips for leveling including taking down existing ceiling board and grid work etc of any type/pattern, complete all as specified and directed. |
| 27 | Pre-painted galvalume aluminium zinc 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 as specified and directed. |
| 28 | Rolled mild steel in roof trusses (framed),trussed ,purlins,crane girders,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc., conforming to Fe-410-W (Gde-E-250) quality-A, complete all as specified and directed. |
| 29 | 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 conforming to Fe.290.Gde-E-165, complete all as specified and directed. |
| 30 | MS TMT bars 10mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 31 | MS TMT bars 6-8mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 32 | MS TMT bars bars 5mm dia and over as in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified & directed. |
| 33 | Sand filling under floors in layers n exc 25mm thick including watering and consolidation, complete all as specified and directed. |
| 34 | 40mm thick sand filling under floors in layers n exc 25mm thick including watering and consolidation, complete all as specified and directed. |
| 35 | PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed. |
| 36 | 75mm thick PCC 1:4:8 Type D-2 (40 mm graded stone aggregate) as in sub-base of floors, sub-bases, floors, pavings etc, complete all as specified and directed. |
| 37 | 10mm thick vitrified tiles, light shade (square/rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm in floors etc. set and jointed joint free in neat cement slurry and pointed in white or coloured cement to match and including 15 mm thick screed bed in cement mortar 1:4 to recieve the tiles and dismantling floor, hearth or walls tilling and terrazo topping including cement mortar bedding ( but not backing), rubish off the premises, complete all as specified and directed. |
| 38 | 60mm thick factory made machine pressed precast concrete, coloured interlocking paver block with cement and coloured pigment (topping thickness not less than 5mm thick with white cement and non-fadable epoxy coated colour pigment), any shape, size and design as approved by Engr-in charge confirming to IS 15658-2006, M-35 grade, complete all as specified and directed. |
| 39 | Dismantling existing undulated interlocking tile (paver) of any description / thickness incl sand cusion providing 75mm thick (avg thickness) PCC sub base 1 :4:8 type D-2 using 40mm graded stone aggregate (to maintain with adjacent sub base top level) laying of old interlocking tiles (paver) using old sand as cusion as per site condition, complete all as specifiled & directeted . |
| 40 | 110mm bore dia PVC (SWR) pipes, double socketed, in any length with rubber ring joints, fixed to walls or laid in trenches with PVC brackets/clips, complete all as specified and directed. |
| 41 | 110mm bore dia PVC (SWR) bends, complete all as specified and directed. |
| 42 | Bituminous road cutting to a width of 45cm and depth of 50cm for laying of sewage pipe, culverts etc and making good with PCC 1:3:6 type C-1 (using 20mm grade stone aggregate ) including necessary formwork, complete all as specified and directed. |
| 43 | Cutting into existing manholes for connecting new drains of 150-200mm internal dia pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, complete all as specified and directed. |
| 44 | Concrete bed to 200mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement conctrete type C-2, 1:3:6, using 40 mm graded crushed stone aggregate, complete all as specified & directed. |
| 45 | Concrete bed to 150mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement conctrete type C-2, 1:3:6, using 40 mm graded crushed stone aggregate, complete all as specified & directed. |
| 46 | 200mm bore reinforced cement concrete pipes, class NP3, laid and jointed complete with one collar per length of pipe including demolition and breaking up of 200mm internal dia drain pipes (Saltglazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified & directed. |
| 47 | 150mm bore reinforced cement concrete pipes, class NP3, laid and jointed complete with one collar per length of pipe including demolition and breaking up of 150mm internal dia drain pipes (Saltglazed ware, AC or Reinforced concrete) set in cement mortar, complete all as specified & directed. |
| 48 | 900mm bore non-pressure reinforced cement concrete pipes, class NP3, laid and jointed complete with collar/spigot jointed with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete all as specified & directed. Please Enable Macros to View BoQ information |
| 49 | 900mm bore non-pressure reinforced cement concrete pipes, class NP3, laid and jointed complete with collar/spigot jointed with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete all as specified & directed. Please Enable Macros to View BoQ information |
