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| 1 | Demolition of cement concrete un-reinforced in ground floors and pavings n.exc 15cm thickness complete all as specified and as directed by the Engineer-in-Charge. |
| 2 | M & L for 75 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring / hard standing complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | M&L for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by the Engineer-in-Charge.. Note: colour and design as approved by GE |
| 4 | M&L for rubber moulded 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand,compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by the Engineer-in-Charge. Note: colour and design as approved by GE |
| 5 | M&L for PCC 50mm thk type C1 1:3:6 (20mm graded stone aggregate laid in alternative as in plinth protection including finished the surface even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 6 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick,rubber moulded set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge. |
| 7 | M&L for ceramic out door tiles 400mmx400mmx10-12mm thick digital design set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk |
| 8 | M & L for 75 mm thick cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in subbase of flooring / hard standing complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk |
| 10 | M&L for Jaisalmer stone for wall cladding (of any type) 20-25 mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of stone , exc .0.06 sqm but not exc 0.11 sqm ,including cutting and polishing types in wall including 20 mm thick CM 1:4 for laying Jaisalmer stone complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | M & L for polished Jaisalmer Stone in floor/shelves/steps/counter tops, 20-25 mm thick, set and jointed in cement slurry over & including screed bed of 15 mm thick 1:6 and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified and direction by the Engineer-in-Charge. |
| 12 | M&L for Granite of Z black / imperial red (colour as approved by Accepting Officer) of any type machine cut as in shelves/steps/counter tops, 16-18 mm thick, set and jointed in cement slurry over & including screed or 15 mm thick rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing on unpolished kota stone slabs and including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified and as directed by the Engineer-in-Charge.Note : Single piece should be used in steps/cills/jambs/shelves. |
| 13 | Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, but except stone built in cement mortar (1:6) complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M & L for precast cement concrete solid block masonry exc 10cm in width and setting in CM 1:6 type C1, 1:3:6 complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | Taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | M&L for rendering 15 mm thick(in two layers-first layer 10MM thick with readymix plaster and outer layer 5 mm thick readymix waterproof plaster) on outer wall walls by adding potable water by weight of material as mentioned by manufacturer. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1981, IS 2402-1963 and shall confirms the Compressive strength @ 28 Days- 10-15 Mpa/ Bulk density- 1600-1800 Kg/m3 and pull out bond strength->0.5MPA. Note : The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20MTR height complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | Material & Labour for applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed by the Engineer-in-Charge. |
| 21 | Dismantling of posts or struts (wood, steel or RCC ) any section including taking out embeded portion and making good distrubed ground on concrete , brick work, masonry etc and removing of demolished materials out side MD land complete all as specified and as directed by the Engineer-in-Charge. |
| 22 | M&L Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and 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, bolting or riveting, etc. and similar work conforming to Fe-290 Gde E-165 ,etc complete all as specified and as directed by the Engineer-in-Charge. |
| 23 | Dismantling fencing wire mesh, any type complete all as specified and as directed by the Engineer-in-Charge. |
| 24 | Supply Chain link MS galvanisd fencing, any size or type complete all as specified and as directed by the Engineer-in-Charge. |
| 25 | Fixing only chain link MS galvanisd fencing, any size or type complete all as specified and as directed by the Engineer-in-Charge. |
| 26 | S/F mild steel round Bar 10 mm dia cut to length bent to shape as required, for fixing chain link fencing fixed with nut & bolt as in tie bar complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | S/F Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') complete all as specified and as directed by the Engineer-in-Charge. |
| 28 | S&F 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 one hexagonal or square nut exc 5cm but not.exc 10 cm long,diameter of neck 11 to 15 mm complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and training and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed by the Engineer-in-Charge. (each line wire to be measured) |
| 30 | Dismantling of Trellis work (Jalies), including taking as under of battens in trellis complete all as specified and as directed by the Engineer-in-Charge. (posts and rails measured separately) |
| 31 | M&L providing Stone jalies Jaisalmer type 35-40MM thick and 60 cm high fixed in line including stone pillar having size 100 x 100 MM height 70 CM fixed in cement mortar 1:4 fixed on stone runner beam (stone piller measured with Jali) including filling of joints with pigment of same colour complete all as specified and as directed by the Engineer-in-Charge. |
| 32 | M & L providing bottom runner stone beam ( Jaisalmer type) fixed in line having size 100 x 300/380 MM fixed in cement mortar 1:4 and making ready for fixing of jaisalmer stone jalies and pillar complete all as specified and as directed by the Engineer-in-Charge. |
| 33 | M& L providing Stone jalies Jaisalmer type 35-40MM thick and 38 cm high fixed in line including stone pillar having size 100 x 100 MM height 60 CM fixed in cement mortar 1:4 fixed on stone runner beam (stone piller measured with Jali) including filling of joints with pigment of same colour complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | M & L providing bottom runner stone beam ( Jaisalmer type) fixed in line having size 75 x 300/380 MM fixed in cement mortar 1:4 and making ready for fixing of jaisalmer stone jalies and pillar complete all as specified and as directed by the Engineer-in-Charge. |
| 35 | Material & Labour for 35mm thick precast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate (measured solid), in cluding all mould- ings, pillars set in cement mortar (1:4) including dismantling complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | S & F in repair, Designed gumti made of jaisalmer stone to be fixed as per traditional /local pattern of size 450MMx450MMx1200/1500MM over buildings. The specifications, pattern and design of gumti fixed, complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | Dismantling of plain or corrugated steel sheets in roof coverings any type complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding/Window Chajja to wall, fixed with self tapping screws/ 'L' or 'J' type hook complete all as specified and as directed by the Engineer-in-Charge. |
| 39 | S & F acrylic sheet 3 mm thick,transparent in colour, having min bending radius 69\\" in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge. |
| 40 | S & F Plain, black mild steel sheet 2 mm thick in steppe flashings (measured as the minimum rectangle from which the pieces can be cut) complete all as specified and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
