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| 1 | 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 specified and as directed by Engr-in-Charge. |
| 2 | Dismantling of galvanised mild steel barbed wire of any description from fencing post (RCC or Steel) complete all as specified and as directed by Engr-in-Charge. |
| 3 | Dismantling of fencing wire mesh of any type complete all as specified and as directed by Engr-in-Charge. |
| 4 | Excavation in post holes (or similar holes) each not exceeding 0.50 Cum, and getteing out & removing surplus soil not exceeding 50m and making good surface in loose/soft soil complete all as specified and as directed by Engr-in-Charge. |
| 5 | 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 specified and as directed by Engr-in-Charge. |
| 6 | 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,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 as directed by Engr-in-Charge. |
| 7 | Supply only GI chain link fencing of any size or type complete all as specified and as directed by Engr-in-Charge. |
| 8 | 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 specified and as directed by Engr-in-Charge. |
| 9 | 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 5cm but not exceeding 10cm long, dia of shank 11 to 15 mm, complete all as specified and as directed by Engr-in-Charge. |
| 10 | M&L for mild steel round bars 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 Engr-in-Charge. |
| 11 | 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 straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire with staples or steel, complete all as specified and as directed by Engr-in-Charge. |
| 12 | M&L for cement concrete type D2, 1:4:8 (40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 13 | Supplying and filling sand under floors or in foundations including watering and consolidation, complete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L for Machine pressed precast concrete interlocking paver block, 60mm thick, any shape and size, confirming to IS-15658-2006, M-40 Grade, with grey cement and no pigment complete all as specified and as directed by Engr-in-Charge. |
| 15 | Demolition of cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-Charge. |
| 16 | M&L for PCC 1:2:4, Type B-1 (20 mm graded stone aggregates) as in bed blocks, coping, etc complete all as specified and as directed by Engr-in-Charge. |
| 17 | M&L for providing precast cement concrete type B-I, 1:2:4, (20mm graded stone aggreates) as in kerb stone including chamfers, weatherings, throating etc and setting in cement mortar 1:6 complete with joints to match complete all as specified and as directed by Engr-in-Charge. |
| 18 | M&L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry as in floors/path with grey cement and no pigment to match over and including Screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 19 | Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engr-in-Charge. |
| 20 | M&L for Brick work with sub class \"B\" bricks using old size bricks straight or curved on plan exceeding 6m mean radious built in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 21 | All as per item No 20 above but except bricks complete all as specified and as directed by Engr-in-Charge. |
| 22 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge. |
| 23 | All as per item No 22 above but except bricks complete all as specified and as directed by Engr-in-Charge. |
| 24 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and as directed by Engr-in-Charge. |
| 25 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls finished even and fair without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 26 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 27 | M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of chalk whiting/priming on plastered surfaces of walls, complete all as specified and as directed by Engr-in-Charge. |
| 28 | M&L for preparation of new plastered surfaces and distempering walls with two coats of distemper oil emulsion, white or tinted over and including 1mm thick wall care putty over a coat of appropriate primer complete all as specified and as directed by Engr-in-Charge. |
| 29 | M&L for providing 35mm thick precast cement concrete louvres and jallies, (measured solid), including all mouldings but excluding frame in cement concrete type B-0, 1:2:4 and set in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 30 | M&L for Providing precast cement concrete as in posts to RCC jali, with plain fair faces, including chamfers, weatherings, throating etc and setting in mortar complete with joints to match in cement cocncrete type B-0, 1:2:4and set in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 31 | Demolition of RCC of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-Charge. |
| 32 | M&L for Non-skid Ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles complete including 15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 33 | M&L for coloured glazed ceramic tiles as in vertical surface 450x350x7mm thick laid over and including 10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tiles complete all as specified and as directed by Engr-in-Charge. |
| 34 | 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 as directed by Engr-in-Charge. |
| 35 | Dismantling structural steel work including doors, gates etc complete all as specified and as directed by Engr-in-Charge. |
| 36 | M&L for Dismantling plain or corrugated Asbestos cement (corrugated, semi-corrugated,etc) sheets as in roof coverings complete all as specified and as directed by Engr-in-Charge. |
| 37 | M&L for framed work as in post of parking shed, purline, doors or gates and chowkhats 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 (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening conforming to GdeFe 290(Gde E-165) complete all as specified and directed complete all as specified and as directed by Engr-in-Charge. |
| 38 | M&L for Pre-painted galvalume aluminium zinc coating GI based corrigated steel sheet 0.50mm thick of approved colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engr-in-Charge. |
| 39 | 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 as directed by Engr-in-Charge. |
| 40 | M&L for precast cement concrete type B-1, 1:2:4 as in cover slabs over drain/manholes etcincluding necessary formwork complete all as specified and as directed by Engr-in-Charge. |
| 41 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia, complete all as specified and as directed by Engr-in-Charge. |
| 42 | Demolition and breaking up 150mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and as directed by Engr-in-Charge. |
| 43 | Demolition and breaking up 200mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and as directed by Engr-in-Charge. |
| 44 | Material and labourforclearing blockage ofWC or EWC by opening inspection door bend and using Roding / pressure technique to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed by Engr-in-Charge. |
| 45 | Material and labourfor clearing blockage of Gully/floortraps to first man hole by Roding/pressure to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed by Engr-in-Charge.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs.150/- each job shall be recovered from contractor. |
| 46 | Material and labourforclearing blockage of sewage line between two manholesby pressure pumping / Roding and removing the garbage out of the cantonment area making the site neat & tidy complete all as specified and directed by Engr-in-Charge.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs. 150/- each job shall be recovered from contractor. |
| 47 | Material and labourfor pumping out liquid or semi liquid sludge from sewage wells or septic tanks of any size or any depth mechanically/honey sucker and an open trench shall be made for disposal/evaporation of liquid sludge and After use, the whole area shall be covered with bleaching powder and covered with soil about 15cm thick complete all as specified and directed by Engr-in-Charge.Note: During the cleaning of sewage wells, the alternate arrangements shall be made by contractor by temporary pumping for clearing sewage disposal. |
| 48 | Material and labour for cleaning sewage lines dia 150mm or 200mm or 300mm for depth not exceeding 1.5m starting from GL as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also dispose off sludge outside MD land complete all as specified and as directed by Engr-in-Charge.Note : Length ofline shall be measured from manhole to manhole. |
| 49 | Material and labour for cleaning sewage lines dia 150mm or 200mm or 300mm for depth exceeding 1.5m but not exceeding 3.0m starting from GL as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also dispose off sludge outside MD land complete alla s specified and as directed by Engr-in-Charge. Note : Length of line shall be measured from manhole to manhole. |
| 50 | Material and labour for cleaning of existing septic tank and sewage well (by closing the existing sewage system at last man hole and providing temporary Katcha drain for flow of sewage water), removing manhole cover and dewatering the liquid waste by mechanical pumping, removing the solid sludge mechanically up to the bottom of septic tanks and sewage well of any size including depositing the solid sludge in the pit providing by digging in near by septic tank of appropriate size, Covering the pit with bleaching powder and then by natural earth about 15cm thick layer, soil obtained from excavation after filling the solid sludge and making good completely hygienic, Opening the manhole after cleaning and relaying the manhole cover, complete all as specified and as directed by Engr-in-Charge. |
| 51 | Material and labour for breaking up/puncturing existing badly blocked line and clearing the blockage by excavating line as a manhole of suitable depth and size at site complete all as specified and directed by Engr-in-Charge.Note :- Different items involved in excavating brick work plastering etc will be paid under different items of Sch A (BOQ). |
| 52 | Material and labour for soakage wells of size 3.00m dia & 4.50 m deep, excavation, in any type of soil, foundation in PCC 1:3:6 wells of honey combed brick masonry in cement mortor 1:4 and cover slab in RCC 1:1 1/2 : 3, type A-1 using 20mm graded crushed stone aggregate, PCC band in type B-1 (1:2:4) including interconnecting pipes, filling with brick bats complete all as specified and as directed by Engr-in-Charge. |
| 53 | Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes including forming the bottom surface to required level etc, and for manholes not exceeding 10 Sqm area on plan and for similar works and getting out complete all as specified and as directed by Engr-in-Charge. |
| 54 | Material and labour for lean cement concrete 1:5:10 type E-2 using 40 mm graded stone aggregate as in filling and mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 55 | Material and labour for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in drains, coping, benching, water troughs, including weathering, slightly rounded or chamfered, and throating including formwork complete all as specified and as directed by Engr-in-Charge. |
| 56 | M&L for precast cement concrete as in cover slabs 1:2:4 type B-1 (using 20mm graded stone aggregates) set in cement mortar (1:6) complete after placing in position over septic/manhole cover/drain cover, complete all as specified and as directed by Engr-in-Charge. |
| 57 | Material and labour for Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregates) as in slab of septic tank, soak well, etc supported on walls, beams & columns in floors, roofs, landings, balconies, canopies, deck slabs & in shelves & the like complete all as specified and as directed by Engr-in-Charge. |
| 58 | Use and waste of formwork with fair finished flat concrete surfaces such as soffits of suspended slab, such as roof slabs, floor slabs, landings & similar work, not exceeding 200mm thick, horizontal or sloping complete all as specified and as directed by Engr-in-Charge. |
| 59 | Use and waste of formwork to edges of concrete flats, treads, breaks as in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete all as specified and as directed by Engr-in-Charge. |
| 60 | Material and labour for Mild steel TMT bars 6 to 8 mm dia cut to length, bent to shape including cranking bending and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engr-in-Charge. |
| 61 | Material and labour for concrete bed to 150mm dia drain pipes in cement concrete (1 : 4 : 8) type C-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed by Engr-in-Charge. |
| 62 | Material and labour for concrete bed to 200mm dia drain pipes in cement concrete (1 : 4 : 8) type D-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and as directed by Engr-in-Charge. |
| 63 | Material and labour for Reinforced concrete 150mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engr-in-Charge.Note : Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of BOQ. |
| 64 | Material and labour for Reinforced concrete 200mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engr-in-Charge.Note : Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of BOQ. |
| 65 | Returning filling in trenches including spreading leveling watering and well ramming in layers each not exceeding 25cm complete all as specified and as directed by Engr-in-Charge. |
| 66 | Removal of surplus soil to a distance not exceeding 50m away and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and as directed by Engr-in-Charge. |
| 67 | Material and labour for extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement complete all as specified and as directed by Engr-in-Charge. |
| 68 | Material and labourfor Cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 150 mm dia SGSW pipe complete all as specified and as directed by Engr-in-Charge. |
| 69 | Material and labour for Cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 225mm dia SGSW pipe complete all as specified and as directed by Engr-in-Charge. |
| 70 | Supply and fixing PVC (SWR) 110mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed by Engr-in-Charge. |
| 71 | Supply and fixing PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed by Engr-in-Charge. |
| 72 | Supply and fixing PVC (SWR) pipe, 110mm dia pipe, single socketed in any length with rubber ring joints, laid in trenches or in floors etc complete all as specified and as directed by Engr-in-Charge. |
| 73 | Supply and fixing PVC (SWR) bends (any radius) diminishing places or tapers 110mm bore complete all as specified and as directed by Engr-in-Charge. |
| 74 | Supply and fixing PVC (SWR) bends (any radius) diminishing places or tapers 150mm bore complete all as specified and as directed by Engr-in-Charge. |
| 75 | Supply and fixing 110mm bore PVC (SWR) junction, single \"T\" equal or unequal with access door complete all as specified and as directed by Engr-in-Charge. |
| 76 | Supply and fixing 110mm bore PVC (SWR) couplers complete all as specified and as directed by Engr-in-Charge. |
| 77 | Supply and fixing PVC (SWR) floor trap 75mm dia including jointing to waste pipe fixed in cement concrete 1:2:4 type B1 (including cutting in existing walls, removing the old and place the new pieces and making good the disturbed portion) complete all as specified and as directed by Engr-in-Charge. |
| 78 | Supply and fixing PVC cowl 110mm bore fixed, with pipe complete all as specified and as directed by Engr-in-Charge. |
