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| 1 | Cleaning Man Holes mechanically of depth upto 600 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 metre and covering under earth etc complete all as specified and as directed including removing and refixing cover slab in position.Note : Rate quoted is deemed to include for mechanical cleaning. |
| 2 | Cleaning Man Holes mechanically of depth exceeding 600 mm and not exceeding 1500 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrs and covering under earth etc complete all as specified and directed including removing and refixing cover slab in position. Note : Rate quoted is deemed to include for mechanical cleaning. |
| 3 | Material and Labour for Cleaning Man Holes mechanically of depth exceeding 1500 mm and not exceeding 3000 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrs and covering under earth etc complete all as specified and directed including removing and refixing cover slab in position Note : Rate quoted is deemed to include for mechanical cleaning. |
| 4 | Cleaning of 100 mm bore by manullay or mechanicaly existing sewage line up to a depth of 1.50m from ground level by rodding or with spilt bamboo or by any other means etc including geting out mud / sludge / silt / liquid mug etc., including sweeping / cleaning / flushing the line with water through pipes complete all as specified and directed. |
| 5 | All as per sl item No 4.0 above but sewage line of 150mm bore complete all as specified and directed. |
| 6 | Cleaning/clearing of blockages of Gully Trap/Nahni Trap /Floor trap /IWC/EWC etc… including removing / depositing the same outside Defence land complete all as specified and directed by Engr-in-charge. |
| 7 | Material and Labour for removing of shurbs or bushes and vegetation and prepration of ground for excavation for sewage line complete all as spcified and directed by Engr-in-charge. |
| 8 | Earth Work Excavation in trenches n.exc. 1.5 Metre wide and n.exc. 1.5 m deep man holes n. exc 10 sqm on plan and getting out in hard / dense soil complete all as spcified and directed by Engineer-in-Charge. |
| 9 | All as per Sl item No 8.0 above but exceeding 1.5 m and not exceeding 3.0 m deep in soft/loose soil complete all as specified and directed by Engr-in-Charge |
| 10 | Returning, filling in soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as spcified and directed. |
| 11 | Removal of excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as spcified and directed. |
| 12 | Demolition and breaking up drain pipes of 150mm bore (Salt glazed stone ware, AC or reinforced concrete) set in cement mortar including benching / PCC of 150 mm dia pipes complete and removing the debris complete all as spcified and directed. |
| 13 | Supply and Fix 150mm Bore Reinforced Concrete pipes, Class NP2, laid and jointed with collars complete all as spcified and directed. |
| 14 | Material and Labour for 100 mm bore Reinforced Concrete pipes, Class NP2, laid and jointed with collars complete all as spcified and directed. |
| 15 | Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 150 mm bore of pipe, complete all as spcified and directed. |
| 16 | Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 100 mm bore of pipe, complete all as spcified and directed. |
| 17 | Cutting into existing manholes for connecting new drains of 150mm internal dia of pipes, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching complete all as spcified and directed. |
| 18 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm for all depth at NMRL Complex Campus complete all as spcified and directed. |
| 19 | Cleaning of the septic tank of any capacity including dewatering and desludging inlet chambers by mechanical vehicle mounted removing the waste material and sludge to a distance exceeding 500 metre and depositing in the borrow pits complete all as spcified and directed by Engr-in -charge. |
| 20 | Material and Labour for plain cement concrete 1:2:4, Type B-1, using 20mm graded stone aggregate as in coping including necessary form work complete all as specified and directed. |
| 21 | Material and Labour for Rendering 20mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 using WPC, complete all as specified and directed.(wpc will be measured and paid seprately) |
| 22 | Supply only liquid water proofing complete all as specified and directed. |
| 23 | Demolition of Cement Concrete (Reinforced) of any description and in any position not otherwise specifically provided complete all as spcified and directed by Engineer-in-Charge. |
| 24 | Material and Labour for Precast Reinforced Cement Concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) for Manhole Cover Slab set in cement mortar 1:6 including necessary form work. complete all as specified and directed.Note : Reinforcement shall be measured and paid for separately. |
| 25 | Material and Labour TMT 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 mild steel wire (annealed) not less than 0.9mm dia |
| 26 | Demolition of cement concrete (unreinforced ) of any description and in any position not otherwise specifically provided etc. n.exc 15cm thickness (below or above ground level) and removing debris from site complete all as spcified and directed. |
| 27 | Material and Labour for hardcore of gauge n.exc 63 mm deposited, spread & levelled in layers n. exc 15 cm thick, watered & rammed to a true surface with broken stone or boulders complete all as specified and directed. |
| 28 | Dismantling Stone slabs and tiles of any description or thickness laid, bedded and pointed in any mortar in floor, aprons complete all as specified and directed. |
| 29 | Material and Labour for cement concrete type D-2 1;4;8 (using 40mm graded stone aggregate) of 75 mm thick as in sub base of floor to receive any type of floor finishes complete all as specified and directed. |
| 30 | Material and Labour for chequred cement concrete tiles 30 cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments of required colour laid over and including 20mm thick screed bed in cement mortar (1:4) in floor/Steps complete all as specified and directed. |
| 31 | Material and Labour for Machine pressed precast rubber moulded concrete coloured interlocking paver blocks any shape and size confirming to IS 15468-2006 of 60mm thickness with grey cement and pigment M-35 Grade laid over and including 50mm thick crushed sand cushioning complete all as specified and directed. |
| 32 | Material and Labour for PCC 1:2:4 type B2, using 40 mm graded stone aggregate of 100mm thick as in hardstanding and footpath for PCC flooring complete all as specified and directed. |
| 33 | Material and Labour for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed. |
| 34 | Material and Labour for PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) of 75mm thick as in Plinth Protection complete all as specified and directed. |
| 35 | Material and Labour for Providing, cement concrete type B0 (1:2:4) in kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed. |
| 36 | Demolition of brick work/ pre cast concrete article / stone masonry built in cement mortar complete all as specified and directed. |
| 37 | Taking down plastering from brick / stone or concrete surfaces, cleaning surfaces by picking, sweeping clean and washing down with water to remove dust etc, complete all as specified and directed. |
| 38 | Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 including bond stone complete all as specified and directed. |
| 39 | All as per item No 38.0 but except stone all as specified and directed. |
| 40 | Extra over stone walling granite or trap stone for hammer dressing to face stones and dressing to the maximum depression on face from straight edge held against the dressed surface n. exc 40mm o f face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses as specified and as directed. |
| 41 | Raking out joints / pointing to random rubble or polygon rubble uncoursed or brought to courses (work built in cement mortar) complete all as specified and directed. |
| 42 | Material and labour for raised pointing to random rubble, uncoursed or brought up to course in C.M. 1:4 complete all as specified and directed |
| 43 | Supply and fix PVC (SWR) pipes single socketed 110mm bore in any length with rubber ring joints fixed to walls complete all as specified and directed |
| 44 | Material and labour for hand packing broken stone aggregate (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. |
| 45 | Material and labour for plain cement concret type B1 1:2:4 (using 20 mm graded stone aggregate) as in coping including necessary form work complete all as specified and directed. |
| 46 | Material and Labour for brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in C.M. 1:6 complete all as specified and directed. |
| 47 | All as per item No 46.0 but except bricks all as specified and directed. |
| 48 | Material and labour for precast cement concrete in 1:2:4 type B-1 as in wall, window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling), corbels, brackets etc. (of any section indicated), with plain fair faces, including chamfers, watherings, throating etc. and setting in cement mortar 1:4 complete with joints to match in walls including necessary formwork complete all as specified and directed. |
| 49 | Material and labour for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base, foundation filling and mass concrete complete all as specified and directed. |
| 50 | Material and labour for Cement concrete type B2 (1:2:4) 40 mm graded aggregate as in surface channels and drains complete all as specified and directed. |
| 51 | Material and labour for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. |
| 52 | Material and Labour for 15mm thick rendering in cement mortar 1:4 on brick / concrete surfaces, finished fair and even using WPC complete all as specified and directed.Note : WPC will be measured saperately. |
| 53 | Dismantling of wrought iron (or) mild steel work, of any description not otherwise provided for complete all as specified and directed. |
| 54 | Dismantling fencing wire mesh any type complete all as specified and directed. |
| 55 | Dismantling steel barbed wire any type complete all as specified and directed. |
| 56 | Dismantling concertina coil any type complete all as specified and directed. |
| 57 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings all as directed. |
| 58 | Supply and fix mild steel works such as joist, channel, angle or tee sections, posts, rafters, purlins, trusses, connecting plates, etc. fixed independently conforming to Fe-410-W (gde E-250) quality- A complete all as specified and directed |
| 59 | Supply and fix mild steel works as framed roof members, rafters, purlins, trusses, connecting plates, etc. including distance pieces conforming to Fe-410-W (gde E-250) quality- A complete all as specified and directed |
| 60 | Supply and fix MS flat iron fillets in posts and struts in fencing, drilling holes (for securing wire mesh etc), including necessary drilling, bolting or riveting etc confirming to Fe 410-0 or Fe 310-0 complete all as specified and directed. |
| 61 | Supply and fix 4mm dia galvanised steel wire, 100x100mm mesh with 2mm thick PVC coated chain link fencing, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed. |
| 62 | Fixing only old chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed. |
| 63 | Material and labour for welding in repairs n exc 2.5cm in length n exc 6mm complete all as specified and directed |
| 64 | Supply and fix in repairs 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, staples or steel pins, etc. complete all as specified and directed (each line of wire to be measured) |
| 65 | Supply and Fix in repairs 610 mm dia Super Reinforced Barb Helix Coil (Razor concertina coil) along with three Nos Harpoon ripper horizontal tension strands on \\"Y\\" angle posts over the boundary wall. The three tension strands should be fixed at the end of the three arms of the \\"Y\\" angle and the helix of 700 mm should be placed in between these three wires so as to circumscribe the angle. The three straight strands of Super Razor Punched Barb Tape (SRPBT) should be fixed to theses angles after applying the required tension by Tensioner Machine and fixed by Box clipping (3/8)\\" at tensioning points so that these wires retains the tension. The Helix of SRPBT is to be fixed in such a manner thatrit touches at least one of the three tensioning wires passing along the three arms of the \\"Y\\" angle with minimum 6 spirals per running metre of fence, thus circumscribing the angle with equal clip to clip spacing. One Number \\"J\\" clipping is to be done along the length of the fence at one metre interval for fixing the coils alternately to the individual strands with minimum three J Clippings at each joint of two corresponding coils or horizontal strands complete all as spcified and directed. |
| 66 | Material and labour for broken glass coping on top of the wall in cement mortar 1:3 complete all as specified and directed. |
| 67 | Supply and Fix mild steel screw bolts of 11 to 15 mm dia of shank (machine made ) with hexagonal or square heads at one end and screwed the other ,each screwed end to be fitted with washers and one hexagonal or squre nut , exceeding 5 cm and not exceeding 10 cm long complete all as spcified and directed. |
| 68 | Supply and Fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof coverings fixed with self tapping screws complete all as specified and directed. |
| 69 | Supply and Fix Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 70 | Excavation in Post Holes (or similar holes ) in hard /dense soil each n.exceeding 0.50 Cum getting out returning filling and removing earth broken rubble mixed with earth around in layers not exceeding 25 Cm watering and removing surplus soil to a distance n.exceeding 50 mtr and making good surface complete all as spcified and directed. |
| 71 | Material and Labour for Cement concrete 1:2:4 type B1 using 20 mm graded aggregate in foundations, filling and mass concrete for posts complete all as specified and directed. |
| 72 | Supply and fix Framed work as in doors, gates or wire duct 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 and fixing complete conforming to FE 410-W(Gde -E-250) quality-A complete all as spcified and directed. |
| 73 | Material and Labour for Preparation of new steel surfaces exc. 10cm width or girth of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 74 | Material and Labour for preparing old steel surfaces and applying one coat of synthetic enamel paint on steel surfaces of any description over 10 cm width or girth including preparation of surface complete all as spcified and directed. |
| 75 | Material and labour for preparing new surfaces on external walls and applying two coat of cement base paint over a coat of primer complete all as specified and directed as per manufacturer instructions. |
| 76 | Material and labour for preparation of new surfaces of plastered surface of walls and applying two coats of wheather coating external emulsion over a coat of primer to be approved applicator of the manufacturer of the paint complete all as specified and directed |
| 77 | Dismantling Aluminium composite panel cladding any type complete all as specified and directed |
| 78 | Supply and fixing in repair in position Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. Including Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in panel shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc complete all as specified and directed. Please Enable Macros to View BoQ information |
