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| 1 | Cleaning of blocked Manholen.exc 1.5 mtr deep and removing all silt, residue sludge both organic and inorganic nature including any type of foreign material and removing waste material/sludge etc to a distance n.exc 50 mtr including digging , burrying in ground Complete all as specified.andas directed.Notes :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor (ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder andearth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 2 | All as per serial item No. 1.00 here-in-above but depth of man hole exc 1.5 mtr but not exc 3.0 mtr, completed all as specified and directed. |
| 3 | All as per serial item No. 1.00 here-in-above but depth of man hole exc 3.0 mtr but not exc 6.0 mtr, completed all as specified and directed. |
| 4 | All as per serial item No. 1.00 here-in-above but gully traps, completed all as specified and directed. |
| 5 | Cleaning of all blockage in sewage line of 100 mm dia of sewer line (i.e branch sewer line, main sewer line, etc) in anydepth and in any situation by way of cleaning/desludging foreign materials as well as blockage of sewage line in between sucessive manholes by manually or mechanically and removing sludge etc to a distancen.exc 50 mtr including digging , burrying in ground and ensuring high standred of heigine and sanitation completealong with necessary cleaning alongwith rods,pumps Bamboos if necessary,chemicals as required and all other required tools all as specified Complete all as specified.andas directed, Notes :-(i) Work shall be done in foul conditions, necessary precautionary measures/equipments to be adopted by the contractor .(ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder andearth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt |
| 6 | All as per serial item No. 5.00 here-in-above but 150mm dia of sewage line. |
| 7 | All as per serial item No. 5.00 here-in-above but 200mm dia of sewage line. |
| 8 | Cleaning and desludging of existing septic tanks/ soakage wells of any capacity (10 users to 500 users) including inlet and outlet chambers, taking out sludge in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge etc to a distance n.exc50 mtr including digging , burrying in ground Complete all as specified.andas directed,Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .(ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder andearth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 9 | Dewateringof existing septic tanks of any capacioty (10 users to 500 user) including inlet and outlet chambers and soakage well,, taking out sewage water by mechanical pump and equipment, filling in closed tank atached with tractore or truck etc and removing the same out side from population area, complete all as specified.andas directed,Note :-(i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .(ii) Mesurement of item shall be taken as effected measurement of septic tank which is occupied by the volume of water.(iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 10 | Systematically Cleaning of blockage of WC Indian, Orrisa pattern or European type and bathroom/ kitchen including cleaning of Nahani traps/gully traps/floor by removing of all the mud/sludge and getting out including cleaning of SGSW or CI pipe upto Ist manhole and depositng the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of of pit including all excavations and earth work complete and ensuring high standred of heigine and sanitation completealong with necessary cleaning alongwith rods,pumps Bamboos if necessary,chemicals as required and all other required tools all as specified and day to daydirected by Engineer-in-charge.The quoted rate includes for keeping particular BLOCK under taken once for cleaning, functional for full contract period.)Note :-(i) The contractor should provide 04 people (02 sewage cleaning people & 02 helpers) and his authorised representative shall collect the complaints of all blockage from complaint cell/Engr-in-charge daily and all complaints will be rectified by the contractor with in same day and returne the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-charge. If he fails to complete the work with in same day then recovery will be made @Rs 300.00 per complaint per day. (ii) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .(iii) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 11 | Excavation in trenches, n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundationor for shafts,wells, cesspits, manholes,pier holes etc, n.exc10 sqm on planand n.exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and as directed. |
| 12 | Excavation in trenches, n.exc 1.5 mtr wide andexc 1.5 mtr in depth but n. exc 3.00 mtr in depth, for foundation , laying of pipes and cable etc or for shafts,wells, cesspits, manholes,pier holes etc, n.exc10 sqm on planand getting out in any type of soil, complete all as specified and as directed. |
| 13 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm, in any type of soil,complete all as specified and as directed. |
| 14 | Removing excavated material (soil) to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified and as directed . |
| 15 | Dismantling of cast iron drain pipes, jointed in cement mortar and taking out of trenches (if required) of 75/100mm dia pipes, complete all as specified and as directed. |
| 16 | Demolition and breaking up of drain pipe of 150mm to 300mm dia (Salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and as directed. |
| 17 | M&L for plain cement concrete bed to drain pipes of bore 150mm including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) including necessary shuttering and supports, complete all as specified and directed.Notes :- (i) Thickness of bed belew barrel ofpipe - 10cm. (ii) Width of bed - outer dia of pipe plus 30cm. |
| 18 | All as per serial item No. 17.00 here-in-above but 200mm dia of pipe. |
| 19 | M&L for 150mm bore reinforced concrete pipes, Class NP2, laid and jointed complete with collars, laid in trenches, complete all as specified and directed. |
| 20 | M&L for 200mm bore reinforced concrete pipes, Class NP2, laid and jointed complete with collars, laid in trenches, complete all as specified and directed. |
| 21 | M&L for 100mm bore sand cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, laid in trenches or in floors etc, complete all as specified and directed. |
| 22 | M&L for 50mm bore sand cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, laid in trenches or in floors etc, complete all as specified and directed. |
| 23 | S&F 100mm bore sand cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, fixed in walls, complete all as specified and directed. |
| 24 | S&F 75mm bore sand cast iron soil, waste and vent pipes, in any length with or without ears with cement joints, fixed in walls, complete all as specified and directed. |
| 25 | S&F in replacement of cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) for 100mm bore of pipe, complete all as specified and directed. |
| 26 | S&F in replacement of cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) for 75mm bore of pipe, complete all as specified and directed. |
| 27 | S&F of stack clamps out of 50mm by 5mm flat iron and 16mm dia roundi ron stays, suitable for 100mm bore of pipe including bolts, nuts and securing ends of stays to wall or roof, complete all as specified and directed. |
| 28 | S&F of stack clamps out of 50mm by 5mm flat iron and 16mm dia roundi ron stays, suitable for 75mm bore of pipe including bolts, nuts and securing ends of stays to wall or roof, complete all as specified and directed. |
| 29 | S&F in replacement of cast iron oval access door, suitable for 100/75mm bore of pipes, ccomplete all as specified and directed. |
| 30 | Demolition of cement concrete ( reinforced )of any description and in any position not otherwise specifically provided for, complete all as specified and directed. |
| 31 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in cover slabs ( for manholes/ drain etc) and similar articles with plain faces as requied for drain cover, set in cement mortar 1:6, complete all as specified and directed. |
| 32 | M&L for RCC slab 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in slabs supported on wall, beams etc. or similar works, complete all as specified and directed. |
| 33 | M&L for mild steel TMT bars 8mm dia and over as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and directed. |
| 34 | Cleaning of CI pipes of 100/75mm bore by ridding and inserting jute bag to clean out the residue material and well flushing with water, making functional upto satisfication of Engineer-in-Charge. |
| 35 | M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc, complete all as specified and directed. |
| 36 | Demolition of brick work or stone masonry, built in cement mortar including all quoins arches, pillar etc. but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed. |
| 37 | M&L for brick work with sub class \"B\" bricks, straight or curved on plan exceeding 6 metre mean radius, using old size bricks, built in cement mortar 1:4, complete all as specified and directed. |
| 38 | All as per serial item No. 37.00 here-in-above but except bricks.Note :- Old bricks obtained against dismantling shall be used. |
| 39 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in surface channel or drain etc, complete all as specified and directed. |
| 40 | Extra for forming fair finished drain or channel upto 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc, ccomplete all as specified and directed. |
| 41 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water, complete all as specified and directed. |
| 42 | M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with water proofing compound and finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 43 | Supply only integral water proofing compound conforming to IS-2645, complete all as specified and directed. |
| 44 | Cutting into exising manholes for connecting new drains (internal dia of pipe not exc 200mm), 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 B-1 (using 20mm graded crushed stone aggregate) smooth finished, and reforming benching, complete all as specified and directed. |
| 45 | Use and waste of formwork to sides and soffits of suspended slab such as roof slab, floor slab, landings and similar work not exceeding 200mm thick (horizontal or slopping) for rough finshed surface of concrete flat, complete all as specified and directed. |
| 46 | M&L for loose filling with broken bricks of guage 80 to 150mm as in soakage pits including cleaning of existing sludge and other foreign materials, complete all as specified and directed. |
| 47 | S&F in replacement of vitreous china squatting pan, \"Orissa\" pattern of size 580mm x 440mm, white with integral foot rests excluding flushing cistern but including connection to trap, anti syphonage pipe etc, complete all as specified and directed. |
| 48 | S&F in replacement of viterous china wash down water closet pan \"P\" or \"S\" trap (Pedestal pattern), white with PVC seat cover including fixing bolts, connection to drain pipe (or out going pipe) and to flushing pipe, antisyphonage pipe etc, complete all as specified and directed. |
| 49 | S&F in replacement of PVC (SWR) bends any radius, suitable for for 110mm bore of pipe, fixed with rubber ring joint, complete all as specified and directed. |
| 50 | S&F in replacement of 110mm bore PVC pipeS, single socketed in any length with rubber ring joints, fixed to wall, complete all as specified and directed. |
| 51 | S&F in replacement of PVC low level flushing cistern 10 ltrs capacity, valve less, syphonic action type,white, with inlet, ball valve, float and handle including brackets, PVC 32mm dia flushing pipe etc, complete all as specified and directed. |
| 52 | S&F in replacement of plastic water closet seat, black or white colour, closet pattern with flat bottom and cover mild steel chromium plated or aluminum plated or aluminum hinging device, complete all as specified and directed. |
| 53 | Demolition of cement concrete of any description and in position, not otherwise described, complete all as specified and directed. |
| 54 | M&L for 50mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in floor, path etc, finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 55 | S&F in replacement of viterous china urinals, half stall large, coloured including connection PVC waste pipe of adequate dia and size CP grating with hole and urinal push valve including fittings, complete all as specified and directed. |
| 56 | S&F in replacement of PVC (SWR) floor trap plain with grating including jointing with solvent cement, size 75mm, complete all as specified and directed. |
| 57 | M&L for cleaning of PVC/ RCC water tanks of any size and type, complete all as specified and directed. |
| 58 | S&F in replacement ofPVC (SWR) gully trap of size 150mm x 110mm, setting and jointing with solvent cement, complete all as specified and directed. |
| 59 | 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 directed. |
| 60 | M&L for non skid coloured ceramic tiles, 7 to 8mm thick (square / rectangular), area of each tile exc 0.06 Sqm but not exceeding 0.11 Sqm each as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed in CM 1:4complete all as specified and directed. |
| 61 | All scaffoling work and safety measures such as provn of props and support shall be of steel or Mechnically Opreated Machine as all activities mentioned in aforementioned relevant items if required for multistory building after fourth story and extent of the provision shall be to the entire satisfaction of GE.Notes :-(i) The contractor should provide 04 people (02 sewage cleaning people & 02 helpers) and his authorised representative shall collect the complaints of all blockage from complaint cell/Engr-in-charge daily and all complaints will be rectified by the contractor with in two day and returne the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-charge. If he fails to complete the work with in same day then recovery will be made @ 500.00 per complaint per day. (ii) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor .(iii) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. (Work done shall paiid Separatly as mebntioed item in BOQ.) |
| 62 | M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floors, complete all as specified and directed. |
| 63 | M&L for machine pressed coloured concrete interlocking paver block, glossy finish, any shape and size, confirming to IS:15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment, complete all as specified and directed. |
| 64 | M&L for 25mm thick sand cushioning under paver blocks, filling under floors,complete all as specified and directed. |
| 65 | M&L for factory made coloured glossy finish chequred cement concrete tiles, size 30cm x 30cm x 25mm thick eah, machine pressed, set & jointed in neat cement slurry as in floors, joint fill up with white grey cement & pigments over and including 15mm thick screed bed with CM 1:4, complete all as specified and directed. |
| 66 | Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in kerb stone and similar work, bedded and jointed in CM 1:6, complete all as specified and directed. |
| 67 | Providing precast cement concrete louvers and jallies, 50 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B-0 (12.5mm graded crushed stone aggregate), set in CM 1:4, complete all as specified and directed. |
| 68 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. |
