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| 1 | Systematically cleaning of the water closer including nahani trap, floor trap and gully traps by bamboo/wire/kandi rotary cleaner, manually or mechanically up to first mainhole any type of dia complete all as specified and as directed by Engr-in-Charge. |
| 2 | Systematically cleaning of the sewage lines including gully traps by passing ropes, Knots, bamboo/wire/kandi rotary cleaner manually or mechanically etc for any type of dia of sewage pipecomplete all as specified and as directed by Engr-in-Charge. |
| 3 | Cleaning and desludging of manholes of any size, shape and depth including pumping out liquid waste if any, removing all solid waste materials such as stones, bricks, pipes, plastic etc, pluggings/ diverting of flow if required and removing the debries outside MD land etc including all precautionary and safty measures all as directed. |
| 4 | Taking out deposited mud, silt, waste etc. form drains or channels width of bed not exceeding 60 cm and removing upto 50 metre and deposited where directed at a level not exceeding 1.5 metre from the starting point complete all as specified and as directed. |
| 5 | Desludging and dewatering of existing septic tank, soak wells of any description and depth including removing and refixing of sewer appurtenance required for safe disposal of sludge sullage and foreign materilas by mechanical means using hydraulic operated high pressure suction cum jetting sewer cleaning machine having jetting tank capacity of minimum 5000Ltr and suction tank capacity of 300ltrs including skilled driver and operator and supervising Engineer including provision of water for jetting and removal of sludge/slit/liquid/mud and sand (in foul position) etc outside the MoD land/ premises at any distance and it should be disposed off at such place which is not determinated to public health including loading, unloading, digging out pit of any size in any type of soil, burring sludge/silt/spoil/mud etc. into the pit and spreying bleaching powder over the entire surface complete . |
| 6 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes etc and getting out in any type of soil,complete all as specified and directed. |
| 7 | Excavation in trenches exceeding 1.5 M and not exceeding 3 M deep in depth for foundations, manholes etc and getting out in any type of soil,complete all as specified and directed. |
| 8 | Demolition and breaking up drain pipes (SGSW, AC or RCC) set in cement mortar including removing demilished material exc 50 mtrs not exc 100mtrs,complete all as specified and directed.(a) 100 mm bore |
| 9 | (b) 150 mm bore |
| 10 | (c) 200 mm bore |
| 11 | M&L salt glazed stoneware drain pipes Grade A (ISI marked) laid in trenches and jointed with collars with following sizes laid on concrete bed,complete all as specified and directed.(a) 100 mm bore |
| 12 | (b) 150 mm bore |
| 13 | (c) 200 mm bore |
| 14 | M&L for providing, lowering, laying, alighning 150 (OD) MM dia in position and jointing at all level/depth full round HDPE, DWC (double wall corrugated) pipes of SN 8 grade as per IS: 16098 (Part 2) amended up to date in trenches in complete incl all material, labour section, hydraulic testing (including cost and conveyance of water to site for testing) and commissioning as per technical specification, drawing and as per circular all as specified and directed. |
| 15 | M&L for providing, lowering, laying, alighning 200 (OD) MM dia in position and jointing at all level/depth full round HDPE, DWC (double wall corrugated) pipes of SN 8 grade as per IS: 16098 (Part 2) amended up to date in trenches in complete incl all material, labour section, hydraulic testing (including cost and conveyance of water to site for testing) and commissioning as per technical specification, drawing and as per circular all as specified and directed. |
| 16 | M&L for PCC 1:4:8 type D2 concrete bed to drain pipes incl packing under and haunching against the sides of pipe after they are laid & tested,complete all as specified and directed.(a) 100 mm bore |
| 17 | (b) 150 mm bore |
| 18 | (c) 200 mm bore |
| 19 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for including ,removing demilished material from the premises of MoD land, complete all as specified and directed. |
| 20 | Returning, filling in, including spreading, levelling ,watering and well ramming in layers n.exc 25cm in any type of soil,complete all as specified. |
| 21 | Removing the excavated surplus soils material exceeding 50 mtr depositings where directed at a level n.exc 1.5 mtr above the starting point,complete all as specified and directed. |
| 22 | M&L PCC (1:4:8) type D-2 in foundation filling and mass concrete,complete all as specified and directed. |
| 23 | Demolition of brick work or stone/boulder masonary built in cement mortor including all quoins,arches,pillars etc including removing demilished material exc 50 mtrs not exc 100mtrs,complete all as specified and directed. |
| 24 | M&L for brick work built in CM 1:6 with sub class 'B' bricks straight or curved on plan exc 6m mean radius,complete all as specified. |
| 25 | M & L for PCC 1:2:4, type B0 (using 12.5 mm graded stone aggrgate) as in coping. |
| 26 | Taking down cement plaster on brick walls of any description including racking out joints, hacking for key, scrubbing down with water etc including removing demilished material exc 50 mtrs not exc 100mtrs,complete all as specified and directed. |
| 27 | M&L rendering 15 mm on brick/concrete surfaces fair faces in CM (1:4) finished surfaces even and smooth using extra cement and mixed with intergral water proofing compound (WPC),complete all as specified . Note: WPC shall be measured and paid separately under supply only item ) |
| 28 | M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in surface channels and drains,complete all as specified and directed. |
| 29 | Supply only intergral water proofing compound,complete all as specified. |
| 30 | Demolition reinforced cement concrete of any description and in any position not otherwise specially provided for ,in Manhole covers, roof slab of soak well and septic tank etc,including removing demilished material from the premises of MoD land, complete all as specified and directed. |
| 31 | Use & waste of form work to soffits of suspended slabs , such as roof slabs floor slabs , landing and similar work; not exceeding 20 mm thick (Horizontal or sloping) flat rough finished surfaces of concrete, .,complete all as specified. |
| 32 | M&L for providing reinforcement cement concretetype B1, (1:2:4), using 20 mm graded aggregate as in slabs, supported on walls, beams, columns in roofs, landings, balconies shelves and the like,complete all as specified and directed. |
| 33 | Supply and fix Steel Fiber Reinforced Concrete M-30 grade of concrete factory made heavy duty Manhole cover of 80mm thick including frame of ISI marked of required size as per existing manhole and new manhole, for drain ,for cable trench,all other type of opening to be cover all as per directed by Engr-in Chrage complete. Note: Product has to to be approved quality and shall be passed by accepting officer. |
| 34 | M&L for Precast cement concrete 1:2:4 (using 20 mm graded stone aggregate) as in cover slabs (for manholes etc), chullah hoods, chajjas, shelves and similar articles with pain faces set it cement mortar 1:4, complete all as specified and as directed by Engr-in-charge. |
| 35 | M&L TMT bars 10 mm dia and over, cut to lengh, 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. 90 mm dia for securing with clips,complete all as specified and directed. |
| 36 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, and reforming benching as required. Including removing existing branch drain, making good to walling and rendering , cutting out branch channel and making good benching ,,complete all as specified and directed.(a) 100mm bore ( Internal diameter ) |
| 37 | (b) 150 mm Bore( Internal diameter ) |
| 38 | (c) 200 mm bore( Internal diameter ) |
| 39 | S&F in repair Vitreous china squatting pan,' Orissa' pattern, size 580x440mm white with integral foot rests including connection to trap, and to flushing pipe, anti-syphonage pipe, complete including making good to floor,complete all as specified . |
| 40 | S&F in repair viterious china wash down water closet pan and trap (pedestal pattern )white including connection to drain (outgoing pipe) and flushing pipe antisyphonic pipe including PVC sheet cover coloured,closed pattern with flat bottom,and cover fixed with mild steel chromium plated or anodised aluminium hanging device excluding flushing cistern and flush pipe,complete all as specified . |
| 41 | S&F in repairs PVC valveless, syphonic action type flushing cistern (Dual system ISI marked), low level , white, with inlet ball valve, float and handle including brackets and flush pipe of polyethylene of low or high density or PVC 32 mm dia for low level cistern for 10 litres capacity . |
| 42 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing and rubbish off the premises from MoD all as specified and directed. |
| 43 | M&L for Non- skid light coloured ceramic tiles of any design and pattern, 300X300X7 to 8mm thick, in floor etc incl 15mm thick screed bed in CM 1:6, Set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles incl dismantling tiles. Tiles shall be confirming to IS-15622.2006, Group B II with average water absorption between 3% to 6%. Length, width and straightness of sides + 0.10% (Max deviation). Thickness + 5.0% (Max deviation). Centre & Edge curvature and warpage + 0.50% (Max deviation). Breaking strength 1000 N (Minimum) and minimum 95% tiles shall be free from visible defects.Note:- Shade of the tiles including Colour, design and pattern shall be approved by AGE(I) |
| 44 | M&L for heavy duty coloured tiles (dark shade) with chequered, plain or recess finish at top of size 300X300X 8 to 10 mm thick as in floor /path/paving etc , set and jointed in neat cement slurry and pointed in white or coloured cement to match the existing surface over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed. |
| 45 | M&L for chequered cement concrete tiles 300X300X25 mm thick, rubber finished ,as in floors laid over 15 mm thick screed bed in cement mortar 1:6 jointed with grey cement slurry mixed with pigment to match the shade of the tiles including removalof old materials from site not exceeding 100 meter, (ISI marked) complete complete all as specified and directed |
| 46 | Cleaning of PVC/RCC water tanks of any capacity including chemical treatment with Anti-bacterial agent consisting of following process: -Dewatering the tank with submersible pump, de-silting and removing of left over dirty water up to 100 to 150 mm in the bottom of the tank and sludge with special sludge pump, cleaning of walls and ceiling with special mechanized high pressure jet machines by rotary jet system at 100-120 Bar pressure (120 Kg /sq cm) which dislodges the layer of dirt, algae, fungus stuck on its surface usage of scrubbing machines for old stains and cleaning chemicals if required of make Eureka Forbes Ltd, floor of the dirty tank should be thoroughly cleaned up by fry jet cleaner to accumulate all dirt ,the remaining sludge should than be removed by sludge pumps, the dirt silt and other foreign material should further be removed by Industrial Vacuum Cleaners to make the floor totally dirt free, application/spraying of Anti-Bacterial chemicals to ensure total sterilization of tank from the inside, inside of the tank should be treated with specially developed 4 ft long ultraviolet Radiator to kill further floating bacteria/virus in order to make the tank totally clean, bacteria free and safe for storage of drinking water including writing letters 10 cm height as \\"Cleaned on: ___(Date)\\" in stencil on outer face of tank with white paint. All the above operations should be executed by trained workers and technicians, properly dressed along with gum boots, to work as per the direction of Engineer in charge and same shall be approved by GE before commencemnt |
| 47 | S&F in repair of PVC water tank cover for 500/1000 ltrs capacity water tank complete all as specified and as directed. |
| 48 | S & F of 20mm bore dia ball brass valves, high pressure with polythene float and fly nut complete, screwed for iron pipe or brass ferrule and fixed including taking out old unserviceable complete all as specified and directed. |
| 49 | Taking up or down steel tubing and connections, 15mm bore and removal of unserviceable pipe from site of work complete all directed. |
| 50 | Taking up or down steel tubing and connections, 20mm bore and removal of unserviceable pipe from site of work complete all directed. |
| 51 | Supply and fix 15mm bore galvanized steel tubing \\"medium grade\\" with all fittings and fixed complete to walls and ceiling or laid in floor complete all as specified and as directed. |
| 52 | Supply and fix 20mm bore galvanized steel tubing \\"medium grade\\" with all fittings and fixed complete to walls and ceiling or laid in floor complete all as specified and as directed. |
| 53 | Dismantling of cast iron /PVC/RCC drain pipe up to 100mm dia , jointed in cement mortar |
| 54 | S&F 110 mm dia PVC (SWR) pipes single socketed in any length with or without ears with cement joints, laid in trenches or in floors all specified and directed by the Engr-in-charge. |
| 55 | S&F 75 mm dia PVC (SWR) pipes single socketed in any length with or without ears with cement joints, laid in trenches or in floors all specified and directed by the Engr-in-charge. |
| 56 | S & F 75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls. |
| 57 | S & F 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls. |
| 58 | S & F 75 mm bore PVC (SWR) bends of any radius |
| 59 | S & F 75 mm bore PVC (SWR) bends of any radius with access door |
| 60 | S & F 110 mm bore PVC (SWR) bends of any radius |
| 61 | S & F 110 mm bore PVC (SWR) bends of any radius with access door |
| 62 | S & F PVC (SWR) reducers of size 110 mm x75 mm |
| 63 | S & F 75 mm bore PVC (SWR) junction single (Single `T') equal or unequal with access door. |
| 64 | S & F 110 mm bore PVC (SWR) junction single (Single `T') equal or unequal with access door. |
| 65 | S & F 75 mm bore PVC (SWR) Vent Cowl |
| 66 | S & F 110 mm bore PVC (SWR) P Trap |
| 67 | S & F 75 mm bore PVC (SWR) floor Trap, plain with grating inclding jointing with solvent cement . |
| 68 | S&F in repair stack clamps out of 50mmx 5 mm flat iron and 16 mm dia round iron stamp including bolts and nuts and securing ends of stays to walls or roof for 100 mm pipe, complete all as specified and directed. |
| 69 | Ditto as per above item but 75 mm bore pipe. Please Enable Macros to View BoQ information |
