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| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kind of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 7 | Reinforced cement concrete work in kerbs, steps and the like at or near the ground level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | Repair of various 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, with welding of all damaged corners, MS sheet, joints and repalcement of damaged hinges & all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. Non-pigmented wet curring compound |
| 13 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With Modular bricks |
| 14 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 15 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing filter media behind retaining wall with stone boulder of size ranging 75mm to 200 mm as per direction of the Engineer-in-charge i/c cost of material and labour all complete. Note: 75% existing stone shall be used availible at site free od cost. (payent shall be made after nacessary deduction for voids). |
| 17 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 18 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately). Kiln seasoned and chemically treated hollock wood. 35 mm thick shutters |
| 19 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 21 | Repair of various 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, with welding of all damaged corners, MS sheet, joints and repalcement of damaged hinges & all necessary fittings complete, including applying a priming coat of approved steel primer. Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 22 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 23 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 24 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 25 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 26 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shadesexcept burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse and) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 27 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 28 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 29 | Neat cement punning. |
| 30 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 31 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification.New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gms/litre |
| 32 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 34 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One or more coat |
| 35 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. |
| 37 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 38 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 39 | Renewal of old putty of glass panes (length) |
| 40 | Cleaning of terrace/loft water storage tank (inside surface area) upto 5000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) |
| 41 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 42 | 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. |
| 43 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independentstaging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall becleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 44 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge |
| 45 | PVC welding of damaged/cracked PVC rooftop water storage tanks (after empty of whole tank i/c open & re-connect of water supplying pipes) with filling whole cracks from both sides by using PVC road, hot iron rod & heat gun and finishing of repaired area by using grainder machine. Cracks upto 50 mm long |
| 46 | PVC welding of damaged/cracked PVC rooftop water storage tanks (after empty of whole tank i/c open & re-connect of water supplying pipes) with filling whole cracks from both sides by using PVC road, hot iron rod & heat gun and finishing of repaired area by using grainder machine. Cracks upto 100mm long |
| 47 | PVC welding of damaged/cracked PVC rooftop water storage tanks (after empty of whole tank i/c open & re-connect of water supplying pipes) with filling whole cracks from both sides by using PVC road, hot iron rod & heat gun and finishing of repaired area by using grainder machine. Cracks upto 150mm long |
| 48 | Providing and fixing PVC sintex cover (thread type lid) with bace sheet including nut blocks. PVC round shape lid with treaded base & topCover for 500 to 1500 Litre tank |
| 49 | Providing and fixing PVC sintex cover (thread type lid) with bace sheet including nut blocks. PVC round shape lid with treaded base & topCover for 2000 to 5000 Litre tank |
| 50 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with \"S\" or \"P\" trap including dismantling of old WC seat and \"S\" or \"P\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580x440 mm |
| 51 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. |
| 52 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in Charge. |
| 53 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. |
| 54 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer in-Charge. (a) Internal Work- Exposed on wall |
| 55 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 56 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,rchitrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 57 | Repair of MS rolling shutters with all laths work & full servicing of pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including repair of ball bearing system,machanical devices of chain & crank operation. |
| 58 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 59 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : |
| 60 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 100 mm dia pipe |
| 61 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. |
| 62 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 63 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 64 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 65 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 66 | Providing & fixingL type uPVC Flush pipe to Indian type W.C. pan including dismantling of old flush pipe at site complete with all operations including all necessary tile work, materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. |
| 67 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm |
| 68 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. |
| 69 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White |
| 70 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. |
| 71 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe. 32 & 40 mm dia |
| 72 | Providing and fixing 100 mm CP Brass grating with or without hole with white cementor adhesive for gully trap & waste pipe as required by Engineer Incharge. |
| 73 | Providing and fixing soil, waste and vent pipes:100 mm dia.Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 74 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. after proper cleaning & removal of existing lead filling as required by Engineer Incharge. for 100 mm dia pipe |
| 75 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast Iron / Cast Iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe |
| 76 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia. Sand cast iron S&S as per IS - 3989 |
| 77 | Providing and fixing plain bend of required degree.100 mm dia. Sand cast iron S&S as per IS - 3989 |
| 78 | Providing and fixing heel rest sanitary bend.100 mm dia. Sand cast iron S&S as per IS - 3989 |
| 79 | Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x100x100 mm. Sand cast iron S&S as per IS - 3989 |
| 80 | Providing and fixing double equal plain junction of required degree. 100x100x100x100 mm. Sand cast iron S&S as per IS - 3989 |
| 81 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts andnuts complete. 100x100x100 mm. Sand cast iron S&S as per IS - 3989 |
| 82 | Providing and fixing single equal plain junction of required degree. 100x100x100 mm. Sand cast iron S&S as per IS - 3989 |
| 83 | Providing and fixing double equal plain invert branch of required degree: 100x100x100x100 mm.Sand cast iron S&S as per IS - 3989 |
| 84 | Providing and fixing single equal plain invert branch of required degree : 100x100x100 mm. Sand cast iron S&S as per IS - 3989 |
| 85 | Providing and fixing sand cast iron S&S off sets as per IS: 3989 : 150 mm off sets.With 100 mm dia pipe |
| 86 | Providing and fixing terminal guard : 100 mm. Sand cast iron S&S as per IS - 3989 |
| 87 | Providing and fixing collar : 100 mm. Sand cast iron S&S as per IS - 3989 |
| 88 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 100 mm |
| 89 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 100 mm |
| 90 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet. Sand cast iron S&S as per IS: 3989 |
| 91 | Painting sand cast iron / centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work: 100 mm diameter pipe |
| 92 | Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc :100 mm diameter pipe |
| 93 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 94 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440 gms |
| 95 | Providing and fixing various sized brass ball cock of approved quality, colour and make complete with epoxy coated brass rod with LP/HPHD plastic ball complete. 15 mm nominal bore, 105 mm long, weighing not less than 0.60 Ibs |
| 96 | Providing and fixing various sized brass ball cock of approved quality, colour and make complete with epoxy coated brass rod with LP/HPHD plastic ball complete. 25 mm nominal bore, 152 mm long, weighing not less than 0.90 Ibs |
| 97 | Providing and fixing various sized brass ball cock of approved quality, colour and make complete with epoxy coated brass rod with LP/HPHD plastic ball complete.40 mm nominal bore, 206 mm long, weighing not less than 2.0 Ibs |
| 98 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe |
| 99 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 100 | Extra for depth for manholes : Size 90x80 cm. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 101 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 |
| 102 | Septic tank cleaning by using athourized sewer suction trucks of capacity of 300.00 litre as approved by civil muncipal coorpuration authority and disposal of all sewer, sludge, malda, rubish, etc to the area as also specified by Civil muncipal Coorpuration. |
| 103 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains upto 300mm in width and all depth/600 mm dia pipe drain and avarage depth of sludge is upto 150mm. |
| 104 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains upto 300mm in width and all depth/600 mm dia pipe drain and avarage depth of sludge is upto 300mm. |
| 105 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains upto 750mm in width and all depth/800 mm dia pipe drain and avarage depth of sludge is upto 150mm. |
| 106 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains upto 750mm in width and all depth/800 mm dia pipe drain and avarage depth of sludge is upto 300mm. |
| 107 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 750mm upto 1400mm in width and all depth/1200 mm dia pipe drain and avarage depth of sludge is upto 300mm. |
| 108 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 750mm upto 1400mm in width and all depth/1200 mm dia pipe drain and avarage depth of sludge is upto 600mm. |
| 109 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 750mm upto 1400mm in width and all depth/1200 mm dia pipe drain and avarage depth of sludge is upto 900mm. |
| 110 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 1400mm upto 1800mm in width and all depth/ more than 1200 mm & upto 1500mm dia pipe drain. Avarage depth of sludge is upto 300mm. |
| 111 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 1400mm upto 1800mm in width and all depth/1200 mm dia pipe drain and avarage depth of sludge is upto 600mm. Avarage depth of sludge is upto 600mm. |
| 112 | Dessilting of road side storm drains, seasonal flow open drains, covered drains, culverts, pipe drains etc by excavation and taking out silt, sludge, building rubish, earth mixed malba, plastic bags & all type of floating, ssolid and semi-solid amlba/ rubish by manual or any other suitable mechanical method and disposal of this destilted of this desilted material, sludge, building rubish, earth mixed malba, plastic bags & all types of floating, solid and semi-solid malba/rubish received after desilting of drains for all lifts & lead upto 50 meters as per the direction of Engineer in charge . Drains above 1400mm upto 1800mm in width and all depth/1200 mm dia pipe drain and avarage depth of sludge is upto 600mm. Avarage depth of sludge is upto 1000mm |
| 113 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). |
| 114 | Earthing with Copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 115 | Providing and fixing 25 mm X 5 mm Copper strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 116 | Providing and fixing 25 mm X 5 mm Copper strip on surface or in recess for connections etc. as required. |
| 117 | Providing and fixing of electrogrid Brass copper lighting Arrestyer of 5 spikes of dia 12mm at centre & 7 mm at sides, 90mm long central spike and 16mm dia & 1025 mm long down rod including base plate size 85x85x5mm including all connections etc. as required. |
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