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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Returning, filling including spreading leveling watering and well ramming in layers n. exc 25 cm in any type of soil, complete all as specified and directed. |
| 3 | Removing excavated soil to outside of MoD land and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed. |
| 4 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150 mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes, complete all as directed by Engineer-in-charge. (Note :- Excavation and earth work shall be measured and paid separately.) |
| 5 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200 mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes, complete all as directed by Engineer-in-charge. (Note :- Excavation and earth work shall be measured and paid separately.) |
| 6 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 300mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes, complete all as directed by Engineer-in-charge. (Note :- Excavation and earth work shall be measured and paid separately.) |
| 7 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm bore pipe, complete all as specified and directed by Engineer-in-charge. |
| 8 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 200mm bore pipe, complete all as specified and directed by Engineer-in-charge. |
| 9 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 300mm bore pipe, complete all as specified and directed by Engineer-in-charge. |
| 10 | M&L for 150mm bore reinforced concrete pipes, class NP-2 (ISI marked) with collars, laid in trenches and jointed, complete all as specified & directed by Engineer-in-charge. |
| 11 | M&L for 200mm bore reinforced concrete pipes, class NP-2 (ISI marked) with collars, laid in trenches and jointed, complete all as specified & directed by Engineer-in-charge. |
| 12 | M&L for 300mm bore reinforced concrete pipes, class NP-2 (ISI marked) with collars, laid in trenches and jointed, complete all as specified & directed by Engineer-in-charge. |
| 13 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition of any description and in any position not otherwise specifically provided for incl removing debris from MoD land, complete all as specified and directed. |
| 14 | M&L for RCC 1:2:4 type B-1 (Nominal mix) (using 20mm graded stone aggregate) as in precast cover slab fixed in position, tie between two brick walls and all other similar works set in CM 1:4 including necessary form work, complete all as specified and directed. |
| 15 | M&L for Mild steel bars TMT 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming, complete all as specified and directed. |
| 16 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick, complete all as specified and directed. |
| 17 | S&F in repairs of heavy duty cast iron manhole cover including frame of suitable size, complete all as specified and directed. |
| 18 | S & F in repairs 900mm x 600mm FRP manhole cover of 10 ton loading capacity with frame over manhole coping concrete, complete all as specified and directed. |
| 19 | S&F Factory made precast RCC drain cover of size 900x 600x75 mm or 600x450x50 mm thick and fixed to drain in CM (1:4), complete all as specified and directed. |
| 20 | M & L for removing plants including roots by dismantling of brickwork/PCC including necessary scaffolding of any type and in any position or location i.e roof, parapet walls near pipes etc and applying acid after removing roots for preventing the re-growth & making good of disturbed portion using PCC 1:2:4 type B-0 & 10mm thick cement plaster in CM(1:3), size of disturbed portion not execeeding 150mm x150mm x 200mm, complete all as specified and directed. |
| 21 | Material and labour for precast cement concrete louvers and jallies 40mm thick, fixed over boundry walls using two Nos vertical members of size 100 x 90 x 800 mm height and one Nos member surmounted over vertical members of jalli (like ropes of the same materials) including all moulding and including demolition of old Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately), complete all as specified and directed by Engr in charge. |
| 22 | Cleaning of open drains completely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land, complete all as directed by Engr-in-Charge for width of drains n.exc 30cm. |
| 23 | Cleaning of open drains completely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land, complete all as directed by Engr-in-Charge for width of drains exc 30 cm but n.exc 60 cm. |
| 24 | Cleaning of open drainscompletely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land, complete all as directed by Engr-in-Charge for width of drains exc 60 cm but n.exc 75 cm. |
| 25 | Cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers by completely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land, complete all as directed by Engr-in-Charge for width of drains n. exc. 30cm. |
| 26 | Cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers by completely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land all as directed by Engr-in-Charge for width of drains exc 30 cm but n.exc 60 cm. |
| 27 | Cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers by completely removing silt, soil, mud sludge, vegetation growth etc. and removing the same to out side MoD land, complete all as directed by Engr-in-Charge for width of drains exc 60 cm but n.exc 75 cm. |
| 28 | Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level), complete all as specified and directed. |
| 29 | M&L 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate (using 40mm graded stone aggregate) in sub base of flooring, complete all as specified and directed. |
| 30 | M&L for M&L 25 mm thick Cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) in hard standing, complete all as specified and directed. |
| 31 | M & L and fixed in repair for glazed / matt finish chequred cement concrete coloured tiles of area exc 0.09 Sqm but not exc 0.36 Sqm and 25 mm thick, set, jointed and pointed in neat cement slurry (with gray cement and pigment) after and including 20 mm thick in cement plaster in CM (1:6) for fixing tiles, complete all as specified and directed. |
| 32 | M&L for any coloured vitrified heavy duty outdoor anti skid tiles 10 mm thick (Square/rectangular) polished area of each tile exc 0.09 Sqm and not exc 0.36 sqm, set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles and including 20 mm thick screed bed in CM (1:4) for fixing tiles complete incl Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed. |
| 33 | M&L for any coloured digital ultra strong / heavy duty outdoor anti skid vitrified tiles 12 mm thick (Square / Rectangular) polished area of each tile exc 0.09 Sqm and not exc 0.36 sqm, set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles and including 20 mm thick in screed bed in CM (1:4) for fixing tiles complete incl Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed. |
| 34 | M&L and fixed in repair Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning, complete all as specified and directed by Engineer-in-charge.Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement and sand cushioning. |
| 35 | M&L for 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 all as specified and directed. |
| 36 | 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 directed. |
| 37 | M&L 20mm thick Granite (of any type) machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing, complete all as specified and directed. |
| 38 | M&L 20mm thick Granite Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as specified and directed. |
| 39 | Demolition of brickwork or stone/ boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework, complete all as specified and as directed by Engr-in-charge. |
| 40 | Material and Labour for brick work with sub class 'B' brick straight or curved on plan exc 6 mtr mean raddius built in CM 1:6, complete all as specified and directed. |
| 41 | All as per item No. 40 mentioned here in above but except bricks. (Serviceable bricks obtained from Item No. 41 above to be reused.) |
| 42 | M&L for Precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:4), complete all as specified and directed by Engineer-in-Charge. |
| 43 | Material and labour for providing cement concrete type C-2 (1:3:6) 40 mm graded aggregate as in surface channels and drains finished even and smooth, complete all as specified and directed. |
| 44 | Taking down cement plaster on brick walls/ceiling, including racking out Joints, hacking for key, scrubbing down with water etc., complete all as specified and directed. |
| 45 | Material and labour for 15mm thick ready mix plaster inner/outer surfaces of walls with Ultratech Readiplaster by adding 17-18% of potable water by weight of material. for thickness above 15 mm it is recommended to be applied in multiple layers. Ready mix plaster shall complies with IS 1661-1972 IS 2250-1965 IS 24002-1963 and confirms the compressive strength @28 Days 10-12 Mpa/Bulk density 1500-1600 Kg /M3 Make Equivalent of Fosroc/Sika/Jk etc, complete all as specified and directed.by Engr-in-Charge.Note : WPC will be measured and paid separately. |
| 46 | M&L for Preparing New surfaces of walls/ceilings and applying two coats of weather proof acrylic exterior paint (100% Acrylic) over a coat of primer and scaffolding where required at any height for external painting, complete all as specified and directed. |
| 47 | M&L for cleaning all loose laitance on the wall and concrete substrate and applying one coat of epoxy bonding agent of SBR latex on exposed concrete surface to ensure bond between old concrete & new concrete by brush application including scafolding at any height, complete all as specified and directed. |
| 48 | M & L for preparing the old painted plastered surface of external walls /ceiling/ chajjas/ /roofing concrete structure or any other similar structure Exterior walls are scrubbbed and scrapped thoroughly to remove smoke soot, moulds, moss and efflorsant salts, and mildew using steel wire brush. Mild solution (like bleaching powder in water) can also be used to get rid of mildew and algae from the walls. Walls need to dry completely. High pressure water jet can also be used to wash away dirt and any old paint flakes. Cracks need to be attended on priority. Cut in along the length of the crack using a knife. Crack Filling compounds are used to fill in the cracks. Surface is then sanded using sandpaper to even out the surface, complete all as specified and directed. |
| 49 | M & L for applying two coats of weather proof acrylic exterior paint on surfaces of wall (100% Acrylic) including use of scaffoldings, complete all as specified and directed. |
| 50 | Dismantling wrought iron or mild steel work of any description specifically provided for gates, railings, framed truss or any other misc work etc, complete all as specified and directed. |
| 51 | S&F for Mild steel 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. |
| 52 | S & F MS plate (CHEQUERED) 5mm and over as in manhole cover fixed to angle iron frame with three Nos of hinges and 150 mm handle, complete all as specified and directed. |
| 53 | S&F Pre painted Galvalume aluminium zinc coating GI based corrugated steel sheet/ semi corrugated 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall fixed with self tapping screws including dismantling (AC corrugated, semi corrugated/ PPGI sheets in roof coverings, complete all as specified & directed by Engineer in charge. |
| 54 | S&F Pre painted Galvalume aluminium zinc coating GI based Plain steel sheet/ semi corrugated 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall fixed with self tapping screws including dismantling (AC corrugated, semi corrugated/ PPGI sheets in roof coverings, complete all as specified & directed by Engineer in charge. |
| 55 | M&L for Preparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc, complete all as specified and directed. |
| 56 | S & F in repairs of RCC M-30 Grade approved Design Precast concrete post of size 150mm x 150mm x 2100 mm height, having two grooves of size 55 x 28 mm so as to receive 7 Nos of panels having size of 1500 mm x 300 mm x 50 mm thickness (2 Panel at Top & bottom + 4 Design Panel bottom to top +1 Jafari type panel at top as approved by Engr-in Charge/GE). The post shall be reinforced with 4 Nos of 8 mm dia bars with 4 mm dia stirrups @ 150 mm C/C, panels shall be reinforced with 4 Nos of longitudinal bars of 6mm dia plain steel & 6mm plain MS Stirrups @ 150 C/C all welded. The post shall be fixed to the ground by digging a hole of 300mm x 300mm x 600 mm and filled with PCC 1:3:6 after the post should be aligned in these holes, including removal of excavated earthwork outside MoD land. The post will be erected @1.615m C/C. Height of the pillar shall be 2700mm (600mm below the ground and 2100 mm above the GL) with any approved design by Engr-In-Charge complete all as specified & directed. Please Enable Macros to View BoQ information |
