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| 1 | Excavating in trenches not exc 1.5m wide and not exc 1.5 mtr in depth for foundation, etc or for shafts, wells, cesspits, manholes,pierholes,etc not exc10 sqm on plan and not exc 1.5 mtr in depth and getting out Hard/dense soils or soft/disintegrated rock complete all as specified. |
| 2 | Returning filling including spreading levelling, watering and well ramming in layers n. exc 25cm complete all as specified. |
| 3 | Removal of excavated soils or rock to a distance n. exc 50m and deposited where directed n. exc 1.5m above the starting point complete all as specified. |
| 4 | Cutting existing manholes for connection new drain pipe making good to pipe 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 B1 smooth finished and benching as required internal dia of pipe 150mm complete all as specified. |
| 5 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Re- inforced concrete) set in cement mortar 150 mm dia of pipe complete all as specified. |
| 6 | M&L for DWCPE 180(OD)/163(ID) mm diameter pipe laid in trenches and jointed complete all as specified. |
| 7 | M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in, cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) bore of pipe 150 mm complete all as specified. |
| 8 | Demolition of cement concrete ( reinforced) in gd floor and paving n.exc 15 cm thickness below or above the ground level complete all as specified. |
| 9 | M&L Precast reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone agg) as in landings , cover slabs for man holes etc) chullah hood, chajjas , water troughs mangers ,shelves and similar articles with plain faces ans setting in mortar 1:4 complete all as specified.(reinforcement shall be measured and paid seperately) |
| 10 | Mild steel TMT bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending spirally for hooping for columns hooking ends and binding with MS wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-0 or Fe-310-0 complete all as specified. |
| 11 | Cleaning / clearing of sewage line 100mm to 150mm bore of any description, underground at any depth, removing any type of blockage including desilting, descaling & de-chocking of drains as well as manholes with combined high pressure water jetting cum suction (vaccum) type machine mounted on LCV / HCV and having facilities of high pressure vaccum and provision of hydraulic application through high pressure thermo plastic fiber based water jetting hose and conical round shape nozzle pipe/Cleaning done manually by labourer and flushing after cleaning including removing the same to a non inhabitant Area or buried into ground complete all as specified.Note: (i) Sewage line cleaned should function smoothly during entire contract period and measurement shall be made only once.(ii) Conractor shall be responsible to clear any further blockage without any extra payment till completion of work. |
| 12 | Cleaning of all blockages of Nahani traps/floor traps/bottle traps, blockage of WC's, 100 mm dia CI pipe upto 1st manhole/GT in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc to maintain internal sewage system with manual/pressure cleaning pump and flexible rods and other necessary mechanical equipments complete all as specified. Note :- (i) Supervisors should received everyday complaint through MES complaint register for Residencial & Acadmic block at RMS Dholpur. (ii) Penalty in case not attending to each complaint during same working day will be recovered from contractor @ Rs. 350 per complaint. (iii) Rate deemed to be included for all necessary T&P for mechanical cleaning/ manual claening shall be provided by Contractor. (iv) The Disposal of mud/silt, sludge & other debris retreved form cleaning time should be removed outside of MOD premises complete all as specified. |
| 13 | Cleaning of manholes complete of any size and at any location incl taking out sludge and other material deposited in manhole and remvoing to outside of MOD premises complete all as specified Depth of manhole n exc 1.00 M. |
| 14 | All as per items no 13 above but Depth of manhole exc 1.00 M & n exc 2.00 M complete all as specified. |
| 15 | Cutting and grubbing of bushes / shrubs /babool branches etc surrounding manholes,Gully trap ,wall pipe and sewage line alignment etc and levelling of ground around the manholes,sewage line and finish the surface of wall and removing the waste material to a distance exc 50m and n exc 500m and clearing the site complete all as specified. Note :- (i) All T&P (like JCB etc ) and equipment’s required for clearance of site, safety requipment shall be arranged and made available by the contractor. (ii) All safety measures for workmen to do work shall be provided by the contractor. (iii) If any existing govt assets(Like electric cables,water pipeline, storm water drain boundary walls etc) are damages during the site clerance /excavation contractor should repair the same without any delay at his own cost . |
| 16 | De-watering and De-Sludge of septic tanks/soakage wells by pumping with trolley mounted pump sets including carrying the waste water in closed containers and unloading it out side the MoD land at location shown by Engr-in-Charge at a distance n exc 500m from the staring point including removing the existing manholes cover and replacing the same, septic tanks/soakage wells of any size/ depth complete all as specified. Note :- (i) Hydraulically driven high pressure pump, capacity of 295L/min at 135 bar. (ii) Hydraulically driven high pressure pump, having 1850 cum/hr suction pressure. (iii) Rear hydraulic driven hose reel with 120m jetting hose. (iv) Proper safety of the operator during operation. |
| 17 | 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. |
| 18 | Non skid coloured ceramic tiles area of each tiles (400x400) 6 to 7 mm thick joint in floor/skirting set in neat cement slurry and pointed with coloured/white cement to match the surface over and including 15mm thick screed bed in C:M 1:6 complete all as specified. |
| 19 | M & L Glazed ceramic tiles in vertical surface 450X 300X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over 10 mm thick CM 1:4 complete all as specified. |
| 20 | S&F as in repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580mmx440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including connection to trap and flushing pipe antisyphonage pipe etc including provision of PCC (1:7:12) type F2 in filling complete all as specified |
| 21 | S/F in repair Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) repair complete all as specified. |
| 22 | S&F in repair vitreous china urinal Half stall type white with grating and union for discharge pipe incl providing and fixing plugs bedding urinal against wall in CM 1:2 securing urinal to plugs with and incl Urinal spreader of PTMT any colour complete all as specified. |
| 23 | S&F in repairs stainless steel gratings of dia 100 mm including embeding in tiles with white cement complete all as specified. |
| 24 | S&F in repair PVC (SWR) vent cowl 110 mm bore complete all as specified. |
| 25 | S&F in repair PVC (SWR) junction single (single T) equal or unequal provided with access door of 75 mm dia complete all as specified. |
| 26 | S&F in repair PVC (SWR) junction single (single T) equal or unequal provided with access door of 110 mm dia complete all as specified. |
| 27 | S&F PVC SWR bends of 75 mm bore provided with access door complete all as specified. |
| 28 | S&F PVC SWR bends of 110 mm bore provided with access door complete all as specified. |
| 29 | S&F in repair PVC SWR pipes 110 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps complete all as specified. |
| 30 | S&F in repair PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps complete all as specified. |
| 31 | Demolition of brick work or stone/bolder masonary, built in cement mortar including all quions, arches, pillars,etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified. |
| 32 | Brick work with sub- class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified. |
| 33 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces of cement mortar 1:4, finished even and smooth without using extra cement complete all as specified. |
| 34 | M&L for walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 complete all as specified. |
| 35 | M&L for walling of random rubble, uncoursed well bonded bedded, and solidily hearted, built in cement mortar 1:6 except stone complete all as specified. |
| 36 | Extra over stone walling for hammer dressing to face stones and dressing,of face beds and joints, as specified, of random rubble walling uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface n. exc. 40 mm, on lime or sand stones complete all as specified. |
| 37 | M&L for plain cement concrete type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m clear spam and other similar bands, plinth courses, string courses,parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, water troughs and the like including weathering, slightly rounded or chamfered anglesand throating, complete all as specified. |
| 38 | Raking out joint of pointing to random rubble or polygonal rubble, un-coursed or brought up to courses built in cement mortar complete all as specified. |
| 39 | M&L for Flush pointing to Random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4 complete all as specified. |
| 40 | Taking down cement plaster on stone/brick walls incl raking out joints, hacking for key, scrubbing down with water etc complete all as specified. |
| 41 | M&L for rendering 15 mm thick on stone masonary surfaces or surfaces other than fair face of brick work or on one side of lathing in cement mortar 1:4, finished even and smooth without using extra cement complete all as specified. |
| 42 | M&L for two coats of cement base paint on new surfaces of walls, white or tionted including preparation of surfaces complete all as specified. |
| 43 | Demolition of stone slabs and tiles of any description or thickness laid bedded and pointed in any mortar in floors, aprons, wall cladding etc complete all as specified. |
| 44 | M& L for 12mm thick Parking Tiles designer collection series of size 400x400 mm having water absorption less than.5% and conorming to IS 15622 of approved Make in all colours and shades in for outdoor floors such as footpath, Court yard etc laid over and including 15mm thick base of cement mortar 1:4 in all shapes & patterns incl grouting the joints with cement mixed with matching pigments etc over 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in Sub -Base, complete all as specified. |
| 45 | S&F 16-18mm thock Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.25 sqm area and not exceeding 0.5 sqm fixed with and including one number SS clamps (grade -202) of flat 30mm X 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified. |
| 46 | Demolition of cement concrete in ground floor and pavings not exc 15cm thickness below or above ground level, including removal of debries complete all as specified. |
| 47 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 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 over and including 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in Subbase complete all as specified. |
| 48 | M&L for PCC type B1 1:2:4 (using 20 mm graded stone aggregate) as in benching, copings, bed plates, kerbs and the like including weathering, slightly rounded or chamfered anglesand throating etc incl necessary formwork complete all as specified. |
| 49 | M&L 100mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in Hard standing finished even and smooth without using extra cement (PCC shall be laid in alternate bays in panels of size not exc 2.4m x 2.4m complete all as specified. |
| 50 | 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. |
| 51 | M&L for 75 mm thick plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in plinth protection including finished even and smooth without using extra cement complete all as specified. |
| 52 | Dismantling structural steel work including doors,gates but excluding framed truss etc complete all as specified. |
| 53 | Framed work as in doors or gates 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 all as specified. |
| 54 | Dismantling of expanded metal any thickness or mesh fixed with steel , wood fillets if any complete all as specified. |
| 55 | S&F welded steel wire fabrics n exc 4Kg fitted to steel members complete all as specified. |
| 56 | Dismantling posts or struts embedded in natural ground/concrete, brick work, masonry etc (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground complete all as specified. |
| 57 | M&L Excavation in post holes in hard/dense soil or soft/disintigrated rock or (similar holes) each n exc 0.5 Cum getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n exc 50m and making good surface, complete all as specified. |
| 58 | M&L for PCC 1:4:8 type D2 using 40mm graded Stone aggregate in foundation filling and mass concrete complete all as specified. |
| 59 | S&F Mild steel work as in hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, noising to steps including embeding in concrete and screwing etc wind ties for roof including securingm 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 confirming to Fe-290 Gde-E-165 complete all as specified. |
| 60 | S&F in repair Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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. (each line of wire to be measured). |
| 61 | M&L preparation of newly steel surface and applying two coats of synthetic enamel paint over a coat of primer complete all as specified. |
| 62 | M&L Preparation of new steel and iron surface of any description and applying 2 coats of synthetic enamel paint over a coat of red oxide prime Surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint complete all as specified. |
| 63 | Dismantling of chain link fencing of any description from post including line wire etc complete all as specified. |
| 64 | Supply only chain link fencing made out of mild steel galvanised wire, complete all as specified. Note:- Fixing only fencing will be measured and paid separately. |
| 65 | Fixing only chain link fencing of description fixed to steel post with mild steel flat & nut bolt etc complete all as specified. |
| 66 | M&L Mild steel round bars of 10mm dia and above etc complete all as specified. |
| 67 | 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, dia of neck 11 to 15mm and length of bolt exc 10cm and n. exc 15cm long complete all as specified. |
| 68 | M&L for broken glass copping on top of walls embedded over 25mm thick cement mortar in 1:3 at the rate of 10Kg glass per Sqm. Including removal of existing u/s coping complete all as specified. |
| 69 | M&L in repair for fixing concertina coil fencing with punched tape concertina coil 450mm dia 10m openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘U’ shaped placed 2.4m or 3.00 m apart and with 6 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) complete all as specified. Please Enable Macros to View BoQ information |
