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| 1 | Demolition of old brickwork or stone boulder masonry built in cement mortar complete all as specified and directed by the Engr-in-Charge. |
| 2 | M&L for Brickwork with fly ash brick, modular size brick in cement mortar straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by the Engr-in-Charge. |
| 3 | All as per item No 2.00 above but except bricks. Note : Old serviceable bricks obtained from demolition shall be re-used. |
| 4 | Racking out joints/pointing to block in course masonry, or concrete block walling in cement mortar all as specified and directed by the Engr-in-Charge. |
| 5 | M&L for keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar (1:3), complete all as specified and directed by the Engr-in-Charge. |
| 6 | M&L for stone walling of square rubbled masanory, regular coursed (Bangalore type) well bounded and solidity hearted built in CM 1:6 incl demolition of old stone masonary all as specified and directed by the Engr-in-Charge. |
| 7 | Taking down cement plaster on brick or stone wall etc including raking out joints,hacking for key,scrubbing down with water etc. complete all as specified and directed by the Engr-in-Charge. |
| 8 | M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement mixing with WPC complete all as specified and directed by the Engr-in-Charge.Note: WPC will be measured and paid separately. |
| 9 | Demolition of concrete in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by the Engr-in-Charge. |
| 10 | M&L for PCC 1: 2 :4 type B-2 (using 20mm graded crushed stone aggregate) as in surface channels and drains including necessary form work complete all as specified and directed by the Engr-in-Charge. |
| 11 | Extra for forming fair finished drain or channel, 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends complete all as specified and directed by the Engr-in-Charge. |
| 12 | M&L for preparation of new plastered surfaces of walls and applying three coat of white wash complete all as specified and directed by the Engr-in-Charge. |
| 13 | M&L for preparation of old plastered surfaces of walls and two coats of white wash complete all as specified and directed by the Engr-in-Charge. |
| 14 | Excavating in post holes (or similar holes) each in soft/loose soil n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc. 25 cm complete all as specified and directed by the Engr-in-Charge. |
| 15 | Excavation in trenches n.exceeding 1.50m wide and n.exc 1.50m depth for foundation etc or for shafts, walls, cess-pits, manholes, pier holes etc n.exc. 10 sqm on plan and n.exc. 1.5m in depth, getting out in soft/loose soil complete all as specified and directed. |
| 16 | Removing excavated materials n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by the Engr-in-Charge. |
| 17 | Returning, filling in including spreading, levelling watering and well ramming in layers not exc. 25cm thick complete all as specified and directed by the Engr-in-Charge. |
| 18 | M&L for 150mm bore/inner dia rat proof/anti rodent Double wall corrugated (DWC) pipe (SN-8) with intergral socket and clamps and all necessary fttings, laid in trenches jointed as per manufacturer instruction confirming to IS 16098 (Part 2) complete including taking down old SGSW pipes complete all as specified and directed..all as specified and directed. |
| 19 | All as per item No 18.00 above but 200 mm bore pipe. |
| 20 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in bed drain pipes of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested including taking down existing concrete complete all as specified and directed. |
| 21 | M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in bed drain pipes of 200 mm bore including packing under and haunching against the sides of pipes after they are laid and tested including taking down existing concrete complete all as specified and directed. |
| 22 | Demolition of reinforced concrete in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by the Engr-in-Charge. |
| 23 | M&L for providing pre-cast cement concrete 1:2:4 type B-1 using (20 mm graded stone aggregate) as in cover slab of manholes, septic tank, soak well etc set in cement mortar 1:4 with plain fair faces including chamfered weathering, throating etc and necessary use and waste of form work complete all as specified and directed by the Engr-in-Charge. |
| 24 | M&L for cement concrete 1:2:4 Type C-2 (using 40mm graded aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters, coping, buttresses columns, pillars, boundary pillars & posts (incl caps & bases) incl necessary formwork complete all as specified and directed. |
| 25 | S&F Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including crancking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed. |
| 26 | Cleaning of sewage line, SWG/CI pipe or RCC pipe vertically/horizontally of dia n.exc 150 mm by means of sewage sucking machine /by rodding well flushing by using sufficient water and making it to clear for easy flow of sewage from WC, gully trap, Nahani trap including desludging of and making it the proper functional to entire satisfaction of Engineer-in-Charge and removing the sludge, silt etc to a distance n.exc 500m and burying it in pits and covering with earth complete all as specified and directed at site complete to entire satisfaction of Engr-in-Charge.Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 27 | All as per item No 26.00 above but for 200mm bore -ditto- complete all as specified & directed. |
| 28 | Cleaning of septic tank by desludging, distilling and getting out all silts and sludge, organic and inorganic materials by means of sewage sucking machine and removing the sludge and burying it into the pits and covered with earth all as directed at site.After complete cleaning of septic tank the manhole cover will be refixed in same position with CM 1:4 complete all as specified and directed at site complete to entire satisfaction of Engr-in-Charge. Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 29 | Cleaning/desludging/dewatering of existing septic tank, of any capacity and depth with inlet/outlet chambers including taking out sludge (both organic and inorganic matter) in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by means of sewage sucking machine and after plugging the incoming sewer line through combined high pressure water jetting/ suction (Vacuum) type machine mounted on LCV/HCV facility of high pressure vacuum and removing the sludge outside MD land by any means at a place meant for the purpose by local munucipality complete all as specified and directed at site.Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 30 | Cleaning/clearing of manhole of any description any size and depth and removing sludge and accumulated solids/semi solids with proper equipment and washing down with water for smooth functioning of sewage line and man hole as specified and waste obtained shall be removed to a distance exceeding 200 m and not exceeding 250m and buried in ground including necessary excavation earth work and spreading of bleaching powder all as directed by Engineer-in-charge. Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 31 | Cleaning / removal of blockage from EWC/IWC/Gully traps/floor trap/wash hand basin etc choked with mud and other accumulated solids, semi solids etc with proper cleaning rubber bush/other instruments and cleaning with water for proper functioning of same complete all as specified and directed by Engineer-in-Charge.Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 32 | M&L for cleaning/clearing of sewer line (including inbetween manholes) up to 200 mm bore sewer line of any type and any location, depth of manhole n.exc 3.0m in depth, section, line between the sewer lines to septic tank/soak well/sump well and cleaning any type of blockage including desilting, descaling and dechocking of drain and manhole with combined high pressure water jetting cum suction vacuum type machine mouinted on LCV/HCV and having facility of high pressure vacuum and provn of hydraulic application through high pressure thermo plastic fibre based water jetting hose and conical round shape nozzle pipe and flushing after cleaning and removing the sludge outside MD land by any means at a place meant for the purpose by local munucipality complete all as specified and directed at site. Note : (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost for working in the foul condition.(ii) The contractor shall be enterily responsible for the lapse, mishappenig to any of the manpower deployed and /or to other equipment/machinery/material at the site. |
| 33 | S&F in repairs PVC (SWR) pipe, 75 mm bore, single socketed, in any length with rubber ring joints, fixed to walls and trenches complete all as specified and directed. |
| 34 | S&F in repairs PVC (SWR) pipe, 90 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed. |
| 35 | S&F in repairs PVC (SWR) pipe, 110 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed. |
| 36 | S&F in repairs PVC (SWR) bends 75 mm bore complete all as specified and directed. |
| 37 | S&F in repairs PVC (SWR) bends 90 mm bore complete all as specified and directed. |
| 38 | S&F in repairs PVC (SWR) bends 110 mm bore complete all as specified and directed. |
| 39 | S&F in repairs PVC (SWR) junction single, (Single T) equal or unequal with access door 75mm bore pipes complete all as specified and directed. |
| 40 | S&F in repairs PVC (SWR) junction single, (Single T) equal or unequal with access door 90mm bore pipes complete all as specified and directed. |
| 41 | S&F in repairs PVC (SWR) junction single, (Single T) equal or unequal with access door 110mm bore pipes complete all as specified and directed. |
| 42 | S&F in repairs 75mm dia PVC (SWR) floor trap/nahani trap, plain with grating including jointing with solvent cement and taking down old trap and necessary concrete work all as specified and directed. |
| 43 | S&F in repairs PVC (SWR) vent cowl, 75mm bore complete all as specified and directed. |
| 44 | S&F in repairs PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement, complete all as specified and directed. |
| 45 | S&F in repairs vitreous china squatting Pan “Orissa” Pattern, of size 580mm x 440mm white colour with integral foot rests (excluding flushing cistern and flush pipe) including provn of cement concrete bedding complete all as specified and directed. |
| 46 | S&F in repairs vitreous China wash down water closet pan (pedestal pattern), white colour (excluding fixing bolts, flushing cistern & flush pipe)incl Plastic water closet seat, white, closed pattern with flat bottom, & cover & mild steel CP or aluminised hinging device complete all as specified and directed. |
| 47 | S&F in repairs vitreous China wash down water closet pan (semi-pedestal pattern & Anglo-Indian type), white colour (excluding fixing bolts, flushing cistern & flush pipe) incl Plastic water closet seat, white colour, closed pattern with flat bottom, & cover & mild steel CP or aluminised hinging device complete all as specified and directed. |
| 48 | S&F in repairs 10 ltrs capacity PVC flushing cistern, low or high level, with inlet, ball valve, syphonic action type, float and handle, PVC Flush pipe , pull or push type including brackets complete all as specified and directed. |
| 49 | S&F in repairs Plastic water closet seat cover, white colour, closed pattern with flat bottom, & cover & mild steel CP or aluminised hinging device complete all as specified and directed. |
| 50 | M&L for complete sunken floor treatment (in replacement) by provide water proofing treatment to sunken floor surfaces of RCC slab by the following specifications as specified and directed :-(a) Demolition of old sunken surfaces complete and cleaning of all loose particles and apply cement slurry @3.00 kg / sqm on old surfaces by brushing.(b) Provide PCC 1:1.5:3 type A with using 12.5mm graded stone aggregate in slope of average thickness 50mm on sunken floor slab mixed with and including integral water proofing compound manufactured by Dr FIXIT or equivalent as approved, finish the surface even & smooth without using extra cement.(c) Rendering 15mm thick in CM 1:3 mixed with & including integral water proofing compound on sunken floor and sides of (Vertical surface) sunken portion.(d) Applying surfaces of bituminous primer (conforming to IS-3384-1965) @0.40 Kg/Sqm complete. On complete sunken surfaces of floor & wall and provide necessary connections to soil/waste pipe from WC/ nahani trap etc including demolition of old sunken complete all as specified and as directed.(e) After laying of all sewage/plumbing pipes with fixtures in position, apply two coats of polymeric based chemical as per manufactures instructions over bottom and sides of sunken portion upto 600 mm height.(f) APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with plyester non wove fabric (weight not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and directed.(g) Fill the sunken floor with PCC 1:5:10 type E-2 using brick aggregate.(h) Fixing of 50 mm dia CPVC pipe projecting 450 mm clear of face outer wall shall be provided to drain out seepage water if any.(i) Testing of sunken as per specification mentioned in SSR part-I/ P.S.NOTE : Top floor Area shall be measured for payment. |
| 51 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 52 | S&F mild steel work as in posts and struts of fencing, fillets, plates etc including cutting tops to shape as directed,drilling holes, notching for wire etc including all necessary drilling, bolting or ribeting etc complete confirming to Fe 410-0 or Fe 310-0 complete all as specified and directed. |
| 53 | Supply of chain link MS galvanisd chain link fencing, any size or type complete all as directed and specified. |
| 54 | Fixing only chain link fencing including line wires, any mesh, size and to any type of standards, rails, straining bolts, etc.with provission of binding wire incl dismantling of old fencing complete all as directed and specified. |
| 55 | S&F in repairs galvanised 2 stand, steel barbed wire 2.24mm dia barbed fixed in repair with 2mm dia bars 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. Note : Each line wire to be measured. |
| 56 | Taking up or down steel tubing and connections, including cleaning for re-fixing or removal to store dia of pipe 50mm complete all as specified and directed. |
| 57 | S&F Tubes of galvanized iron with all fittings medium grade laid in floors with dia of bore 80mm complete all as specified and directed. |
| 58 | S&F bands, straps, supports,or stays for large gates and should be fixed by welding or other means with pipes and all other sections and removal of existing section complete all as specified and directed. |
| 59 | S&F mild steel rolled mild steel angle,channel or tee section fixed independentely of grade Fe 410- W (Gde-E-250) with ISMB 300 Section including dismantling of old MS work/section complete all as specified and directed. |
| 60 | M&L for preparation of new painted surface of steel/steel based materials exc 10cm width or girth and appying one coat of primer and two coat of synthetic enamel paint complete all as specified and directed. |
| 61 | S&F in repairs 40 mm thick pre-cast cement concrete (1:2:4) type B-0 using 12.5 mm graded stone aggregate as in louvers and jallies (measured solid), including all mouldings and including pre-cast frame set in cement mortar 1:6 complete all as specified and directed. |
| 62 | M&L for preparation of old wall surface plastered or unplastered and Finishing walls with acrylic smooth exterior paint of required shade: new work (Two or more coats applied @ 1.67 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10sqm complete all as specified and as directed. |
| 63 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), and rubbish off the premises complete all as specified and as directed. |
| 64 | M&L for Non Skid coloured Ceramic tiles 7 to 8mm thick(Square/rectangular) area of each tile exc 0.06 sqm but n exc 0.11 sqm in floors over and including 15mm thick screed in CM 1:6, set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the colour of tiles complete all as specified and as directed. |
| 65 | M&L for coloured joint free Non Skid ceramic tiles 7 to 8mm thick (squares/rectangular) area of each tile exc 0.11 sqm but n exc 0.18 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed in CM(1:6) complete all as specified and as directed. |
| 66 | M&L for glazed ceramic coloured wall tiles (textured and design as required) in vertical surface as in skirting/dado 450X300X7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick rendering in 1:4 CM complete all as specified and directed. |
| 67 | M&L for glazed ceramic coloured tiles 300mm x 200mm x 6-7mm thick in dados or skirting over and including rendering 10mm thick in CM (1:4), jointed in neat grey cement slurry and pointed in white or colour cement to match the tiles complete all as specified and directed. |
| 68 | Demolition of Stone slabs and tiles of any description or thickness in floors,aprons etc laid dry or laid dry and pointed complete all as specified and directed. |
| 69 | M&L for chequered cement concrete tiles (glossy finish) 40 cm x 40 cm x 25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement and no pigment laid over and including 15 mm thick screed bed or bedding layer in CM (1:6) and necessary PCC (1:3:6), type C1 in coping complete all as specified and directed. |
| 70 | M&L for PCC (1:5:10), type E-2 (using 40 mm gaded crushed stone aggregate) as in foundation, filling, sub base and mass concrete etc complete all as specified and directed. |
| 71 | M&L for stone dust cushioning under interlocking paver block and including spreading, levelling, watering and consolidation complete all as specified and directed. |
| 72 | M&L for 60 mm thick machine pressed precast concrete interlocking paver block (glossy finish) of M-35 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and no pigment and necessary PCC coping ,type C1 1:3:6 complete all as specified and directed. |
| 73 | M&L for 80 mm thick machine pressed precast concrete interlocking paver block (glossy finish) of M-40 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and no pigment and necessary PCC coping ,type C1 1:3:6 complete all as specified and as directed. Please Enable Macros to View BoQ information |
