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| 1 | M&L for cleaning of drains, under culverts, hume pipes, sewage lines etc. including removing of mud, vegetables, shrubs etc and removing the spoil retrieved during cleaning and throwing rubbish out of Defence land, complete all as directed by Engineer-In-Charge. |
| 2 | Excavating in trenches not exc 1.5 m wide and not exc 1.5m in depth as in soft/loose soils complete all as specified and as directed. |
| 3 | Excavating in trenches exc 1.5 m wide and not exc3.0 m in depth as in soft/loose soils, complete all as specified and as directed. |
| 4 | Returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soils, complete all as specified and as directed. |
| 5 | Removing excavated material (Soils) exc 50 m but not exceeding 100m & depositing where directed at level not exc. 1.5 M above the starting point . |
| 6 | Demolition and breaking up drain pipes (salt glazed ware, AC or Reinforced) set in cement mortar complete of following dia/ bores all as specified and directed |
| 7 | (a ) 100mm bore |
| 8 | (b) 150mm bore |
| 9 | (C ) 200mm bore |
| 10 | (d ) 300 mm bore |
| 11 | M &L for 100mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as specified and directed |
| 12 | M &L for 150mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as specified and directed |
| 13 | M &L for 200mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as specified and directed |
| 14 | M &L for 300 mm bore reinforced concrete drain pipe NP-2 laid in trenches and jointed with collers in CM 1:1 and tested complete all as specified and directed |
| 15 | M&L for concrete bed for 100mm bore/ dia pipe in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 16 | M&L for concrete bed for 150mm bore/ dia pipe in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 17 | M&L for concrete bed for 200mm in bore/ dia pipe PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 18 | M&L for concrete bed for 300mm in bore/ dia pipe PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 19 | Cutting into existing manholes for connecting new drains making good to open 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, complete all as directed. |
| 20 | M&L for PCC 1:2:4 type B-1(using 20 mm graded crushed stone aggregate) as in channels/benching of manhole, drain,laid to shape and slope and surfaces finished even and smooth using extra cement, complete including all form work etc all as specified and as directed. |
| 21 | Dismantling of cast iron 100 mm/75 mm dia drain pipes (salt glazed ware, AC or Reinforced ,cast iron) set in cement mortar, complete all as specified and as directed. |
| 22 | S&F 100 mm bore cast iron soil waste and vents pipes single socketed in any length with rubber ring joints, fixed to walls, complete all as specified and as directed. |
| 23 | S&F 75 mm bore cast iron soil waste and vents pipes single socketed in any length with rubber ring joints, fixed to walls, complete all as specified and as directed. |
| 24 | S&F 100 mm/ 75 mm bore cast iron bends of any radius, complete all as specified and as directed. |
| 25 | Demolition of RCC of any description and in any position not otherwise specifically provided for etc. Complete all as directed by Engineer-In-Charge. |
| 26 | M&L RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in slabs/ precast RCC manhole / septic tanks ,drain,covers including all form work and setting in CM 1:4 , complete all as directed. |
| 27 | M&L for mild steel round bars 8 mm 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 0.9mm dia or securing with clips quality conforming to. Complete all as specified and directed by Engineer-In-Charge. |
| 28 | Taking down cement or cement lime plaster any description on brick walls etc. including racking out joints hacking for keys scrubbing down with water, complete all as specified and as directed. |
| 29 | Demolition of brick work built in cement mortar including all quoins, arches, pillar etc, but excluding ashlar facings complete all as directed by Engr-in-Charge. |
| 30 | M&Lfor brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge |
| 31 | M&Lfor brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:6 complete but except bricks all as specified and as directed by the Engineer-in-Charge |
| 32 | M&L for Brickwork with subclass `B' bricks, straight or curved in any radius in half brick thick walls built in cement mortar 1: 4, complete all as specified and as directed. |
| 33 | M&L rendering 15 mm thick in CM 1:4 on brick work (other than fair faces)including finishing the surface fair and even without using extra cement. |
| 34 | M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of primer, complete all as directed by Engineer-In-Charge. |
| 35 | M&Lfor cement concrete 1:2:4 Type B-1using 20 mm graded crushed stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge. |
| 36 | Demolition of cement concrete in ground floors and pavings not exc 15 cm thick below or above ground level, complete all as specified and as directed. |
| 37 | M&L Cement concrete 1:4:8 type D2 using(40mm graded crushed stone aggr ) as in foundation filling and mass concrete complete all as specified and as directed. |
| 38 | M&L 40mm thick cement concrete type B-1, 1:2:4, (20mm graded crushed stone aggregate) as in floor finishes or as in padding etc, complete all as specified and as directed. |
| 39 | M&L chequered cement concrete tiles 30cmx 30cm x 25mm with grey cement and pigment set, jointed and pointed in neat cement slurry in floors including 15mm thick screed bed in CM 1:6,complete all as specified |
| 40 | M&L Sand filling under floors or in foundations including watering and consolidation. |
| 41 | M&L for machine pressed precast concrete interlocking paver rubber moulded, vibrator coated, glossy finish block with Gery cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, complete all as specified and as directed. |
| 42 | M&L for providing 35 mm thick precast cement concrete louvres and jallies, (measured solid), including all mouldings but excluding frame in cement conc type B0, 1:2:4 and set in CM 1:4. Complete all as directed by Engineer-in-Charge. |
| 43 | M&L for preparation of old stone/concrete surfaces of any description, over 10cm in width or girth, not otherwise described and applying one coat of synthetic enamel paint (in alternate colours if required at site), complete all as directed by Engineer-In-Charge. |
| 44 | Dismantling structural steel work including doors, gates etc.), complete all as directed by Engineer-In-Charge. |
| 45 | M&L for 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 onforming to Fe.290.Gde-E-165, Complete all as directed by Engineer-In-Charge. |
| 46 | Ditto all as per ser item No. 45 above, but including ornamental and intricate design, complete all as directed by Engineer-In-Charge. |
| 47 | S&F 1.25mm thick mild steel black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as directed by Engineer-In-Charge. |
| 48 | Dismantling posts or struts (wood, steel or RCC) embedded in concrete, brick work, masonary etc of any section including taking out embedded portion and making good disturbed ground, complete all as directed by Engineer-In-Charge. |
| 49 | Dismantling fencing wire mesh/ barbed wire, any type, from fencing post (RCC or Steel)., complete all as directed by Engineer-In-Charge. |
| 50 | Excavation in post holes(or similar holes ) each not exceeding 0.50 Cum, and getteing out, and removing surplus soil not exceeding 50m and making good surface in loose/soft soil, complete all as directed by Engineer-In-Charge. |
| 51 | M&L for cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as directed by Engineer-In-Charge. |
| 52 | S&F mild steel works as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting ie; 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. Complete all as specified and directed by Engineer-In-Charge. |
| 53 | \\"Supply only\\" GI chain link fencing of any size or type, complete all as directed by Engineer-In-Charge. |
| 54 | Fixing only GI chain link fencing of any size or type including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire, complete all as directed by Engineer-In-Charge. |
| 55 | 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 washer and one hexagonal or square nut, exceeding 5 cm but not exceeding 10 cm long, dia of shank 11 to 15 mm, complete all as directed by Engineer-In-Charge. |
| 56 | S&F galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining 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 with staples or steel, including dismantling of barbed wire, complete all as directed by Engineer-In-Charge. |
| 57 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer. Complete all as specified and directed by Engineer-In-Charge. |
| 58 | M&L for preparation of old steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint, complete all as directed by Engineer-In-Charge. |
| 59 | M&L for complete removal of existing treatment and applying two coats of cement base paint, complete all as directed by Engineer-In-Charge. |
| 60 | Material & Labour for applying Two or more 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. |
| 61 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil |
| 62 | Excavating in trenches n.exc 15 m wide and n.exc 1.5 m deep for foundations, etc or for shafts, wells, cesspits, manholes, pier holes etc n exc 10 Sqm on plan and getting out in ordinary soft/loose soil |
| 63 | M&L for Brick work with flyash bricks, straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed |
| 64 | M&L for Brick work with flyash brick, straight or curved on plan any radius in half brick thick walls built in CM 1:4 complete all as specified and directed |
| 65 | Returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soils. |
| 66 | Removing excavated material n exc 50mtr and depositing where directed at a level not exc 1.5 mtr above the starting point in soils. |
| 67 | M&L Rendering 12 mm thick in Cement Mortar 1:6 on fair faces of Brick Walls or on Concrete Surfaces, finished Even complete all as specified and as directed. |
| 68 | M&L plastering in CM 1:4 , 15mm thick on fair faces of brick/concrete wall surfaces and finishing even complete all as specified and as directed. |
| 69 | Supply only Water proofing compound complete all as specified and directed. |
| 70 | M&L for Prepration of new surfaces of walls including cornices pilasters etc, applying three coat of white wash complete all as specified. |
| 71 | M&L for prepration of new surfaces of wall including cornices, plasters etc (Plastered or unplastered surfaces) and applying two coats of cement base paint complete all as specified. |
| 72 | M & L for formwork to sides and soffits of lintel beams/ bands, chajjas, lintels, cantilevers, shelves including supports overhangs etc., flat surfaces of concrete , surface is required to be fair finished. complete all as specified and as directed. |
| 73 | M & L for RCC type(1:1.5:3) type A1 mix using 20mm graded aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | M & L for mild steel TMT bars of 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 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge |
| 75 | M&L PCC sub base 75mm thick, type D2, 1:4:8(40mm grade aggregate), complete all as specified and directed. |
| 76 | M&L for coloured cement concrete chequered tiles 20cmx20cmx25 mm thick with grey cement and pigment, set and jointed in neat cement slurry and pointed in coloured cement to match as in floors incl screed bed 1:6 CM 15mm thick complete all as specified and directed. |
| 77 | M & L for PCC 1:2:4 Type B-1 ( using 20 mm graded stone agg) as in Kerbs , haunching etc. rounded or chamfered on edges complete all as specified and as directed. |
| 78 | S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 79 | S&F mild steel work in tubular trusses including special shaped washer etc.complete using ERW or including butt welded tubes confirming to IS 1161-1998 complete all as specified and as directed. Please Enable Macros to View BoQ information |
