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| 1 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 2 | a) All kinds of soil. |
| 3 | i) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 5 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 6 | a) Beyond 30 cm girth up to and including 60 cm girth |
| 7 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 8 | a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 9 | Providing and fixing aluminium/Brass sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 10 | a) 250x16 mm |
| 11 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 12 | a) 300x10 mm |
| 13 | b) 150x10 mm |
| 14 | Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 15 | a) 100 mm |
| 16 | Providing and fixing to existing door frames. |
| 17 | a) 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± |
| 18 | 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. |
| 19 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 20 | a) Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 21 | White washing with lime to give an even shade : |
| 22 | a) Old work (one or more coats) . |
| 23 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 25 | a) One or more coats on old work. |
| 26 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 27 | a) Old work (One or more coat applied @ 0.90 ltr/10 sqm). |
| 28 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40mm dia. M.S. tube 1.5m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 29 | Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 30 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 31 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 32 | a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 33 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. |
| 34 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : |
| 35 | a) W.C. pan with ISI marked white solid plastic seat and lid |
| 36 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : |
| 37 | a) Orissa pattern W.C. pan of size 580x440 mm |
| 38 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 39 | Rectangular shape 453x357 mm |
| 40 | 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 : |
| 41 | 100 mm inlet and 75 mm outlet |
| 42 | Sand Cast Iron S&S as per IS- 1729. |
| 43 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall |
| 44 | a) 20 mm nominal outer dia. Pipes. |
| 45 | b) 25 mm nominal outer dia .Pipes. |
| 46 | c) 40 mm nominal outer dia. Pipes. |
| 47 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work |
| 48 | a) 25 mm nominal outer dia. Pipes. |
| 49 | b) 40 mm nominal outer dia. Pipes. |
| 50 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 51 | a) 25 to 40 mm nominal bore |
| 52 | Providing and fixing cPVC Union/cPVC nepple in G.I/cPVC pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 53 | a) 20 mm nominal bore |
| 54 | b) 25 mm nominal bore |
| 55 | c) 40 mm nominal bore |
| 56 | 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. |
| 57 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. |
| 58 | a) 25mm nominal bore. Weighing not less than 62 gms. |
| 59 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 60 | a) 100 mm diameter |
| 61 | b) 150 mm diameter |
| 62 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: |
| 63 | a) 100 mm diameter S.W. pipe |
| 64 | b) 150 mm diameter S.W. pipe |
| 65 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : |
| 66 | (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. |
| 67 | (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. |
| 68 | (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) |
| 69 | Providing and fixing at all floors Type B - SWR PVC pipes of approved makeincluding all fittings such as plain and door bends, tees, elbows, equal and unequal junctions, heel rest sanitary bends, collars etc.( except floor traps/P traps)confirming to IS13592, IS 14735, including jointing with solvent and providing necessary supports, clamps/MS brackets at specified intervals. The joints of pipe and fittings shall be of drip seal jointingin exposed areas like in shafts etc.and pasted type (solvent ) for all other locations all complete and as per directions of Engineer - in - charge.MS brackets shall be paid separately |
| 70 | i) 75mm |
| 71 | ii) 100mm |
| 72 | Removing glass panes from windows and replacing them with new glass panes with putty and nails wherever necessary : float glass panes of thickness 4mm |
| 73 | a) for windows in ground floor and /or for windows which can be accessed from inside of the room / bolcony with ladder arrangement wherever necssary. |
| 74 | b) for windows in upper floors ( other than ground floor ) up to 8 floors with necessary Jhoola arrangement |
| 75 | Charges for minor Repairs to wooden panelled/flush doors / window setc., . Cost includes all labour for attending minor repairs like sides planing for proper functioning and refixing screws after attending necessary repairs etc., with necessary screws, nails etc., complete (Cost of wood will be paid separately,but i/c required screws ) |
| 76 | a) Wooden door / window/Cupboards |
| 77 | Cleaning of canopy/ chajjas by removing leaves grass dust, rubbish and other deposited / accumulated materials etc including removal of blockages/chockages of khurras/spouts of terrace/chajjas etc by disposal of rubbish to the dumping ground out side periphery of the building. (plan area of thechajja/canopy will be measured for payment) |
| 78 | a)Blocked chajas, inaccessible canopy & like upto First floor level . |
| 79 | b) Blocked chajas, inaccessible canopy & like Above first floor level . |
| 80 | Charges for Cleaning of terrace slab, rain water entry spouts, khurras/ depressions/sunk slabs and surrounding areas etc., by removing leaves,silt, grass, dust, rubbish, small plants and other deposited / accumulated materials from terrace etc.,for smooth flow of water including disposal of waste etc., complete as per the directions of Engineer-In-Charge.( entaire Terrace of one buildingshall be measured for payment). |
| 81 | Charges for Repairs to wooden windows by removing and changing the required wooden panels and making repairs to walls with the cement plaster and providing required hold fasts etc., all complete as per the directions of the Engineer-in-charge. |
| 82 | Charges for arranging carpenter / plumber along with helper whereever required for attending minor repair works in the compound etc., complete as directed by the Engineer-in-charge. (The required fittings & fixtures exept screws/nails, drilling etc.shall be paid separately and measured for each half day) |
| 83 | Removing the damaged sanitary and water supply fittings and replacing them with new fittings including necessary white lead/ lead wool etc complete as directed by the engineer in charge. |
| 84 | a) 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 |
| 85 | b)P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe |
| 86 | i) 32 mm dia |
| 87 | c)PTMT Waste Coupling for wash basin and sink, of approved quality and colour. |
| 88 | i) 31 mm dia of 79 mm length and 62 mm breadth weighing not less than 45 gms. |
| 89 | d) Uplasticised PVC connection pipe 15 mm nominal boreand 45 cm length with brass unions : |
| 90 | e) C.P. brass shower rose 100 mm diameter with 15 or 20 mm inlet : |
| 91 | f)PTMT bib cock 15mm nominal bore, 86 mm long. Weighing not less than 88 gms.of approved quality and colour. |
| 92 | g) PTMT stop cock15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. of approved quality and colour. |
| 93 | h) PTMT pillar cock15mm nominal bore, 107 mm long. Weighing not less than 110 gms. of approved quality and colour . |
| 94 | i) PTMT grating 100 mm nominal dia.Circular type. of approved quality and colour. |
| 95 | j) 50mm dia C.P. waste coupling for kitchen sink.with new washer |
| 96 | k)ball valve (brass/ CPVC) of approved quality, High or low pressure, with plastic floats complete : |
| 97 | i) 20 mm nominal bore |
| 98 | ii) 25 mm nominal bore |
| 99 | iii) 40 mm nominal bore |
| 100 | l) C.P. brass bib cock 15 mm nominal bore. of approved quality conforming to IS:8931: |
| 101 | m)C.P. brass stop cock 15 mm nominal bore.of standard design and of approved make conforming to IS:8931. |
| 102 | n)C.P. brass pillar cock 15 mm nominal bore.of standard design and of approved make conforming to IS:8931. |
| 103 | o) Health pauset set with wall support lever of 15mm nominal bore stainless steel/ CP brass nozzle jet and handle of approved quality and make for EWC |
| 104 | p) C.P. brasstwo in one bib cock 15 mm nominal bore. of approved quality conforming to IS:8931: |
| 105 | q) solid plastic seat with lid for pedestal type W.C. pan complete :White solid plastic seat with lid |
| 106 | Repairs to existing PVC flushing cisterns as per directions of Engineer-in-charge. |
| 107 | a) Attending repair to flushing cistern by replacing suitable internal siphon system set ., for proper functioning of cistern |
| 108 | Cleaning of sewer lines, manholes etc.,at all depths. cost includes all labour for removing the sludge, silt, slush, waste etc., from the manholes and rodding the sewer lines by mobile sewer roding equipment from manhole to manhole to clear the blockage, including chokes in gully traps etc.and disposing the waste outside the compound etc., |
| 109 | Providing clog cleaning of entair drainage system in the compound consisting of manholes, sewer lines, gully traps etc., including removing the sludge, silt, slash, waste etc., from the manholes and disposing the waste out side the compound etc., complete as per the direction of the Engineer-in-charge. (rate for cleaning of entair drainage system will be measured as one job) |
| 110 | Cleaning of open drainage system in the compound including removing the sludge, silt, slash, waste etc., from the drains and disposing the waste out side the compound etc., complete as per the direction of the Engineer-in-charge. (rate for cleaning of entair open drainage system will be measured as one job) |
| 111 | Cleaning of the surroundings of the staff quarters block including removing the dust, dead leaves, silt, waste etc., and disposing the waste out side the compound etc., complete as per the direction of the Engineer-in-charge. |
| 112 | Cleaning of choked WCs (Indian/ European) and ensuring smooth flow etc., complete |
| 113 | Cleaning of nahni traps/floor traps at all levels for removal of blockages including removing the silt, slush, waste etc ensuring smooth flow etc and applying white cement in tile joints of bath/WC including water proofing compounds (Like forsroc) etc wherever required to arrest leakages etc. |
| 114 | Cleaning of the choked Gully trap Chambers and sewer line upto next manhole from the water entry outlet point in drainage system using rodding,wire/cables etc., to remove all the waste, debris etc., including disposal etc., as per the directions of Engineer-in-charge |
| 115 | Cleaning of existing sanitary pipe alignment of 150/100 /75 mm dia in vertical or Horizontal direction of existing all floors by opening door tee/ bend at each floor , clearing the deposited obstacles including rodding and refixing the doors with new rubber washer and jointing the same job includes replacing door covers, bolts and nuts wherever required to arrest the leakage all as per directions of Engineer-In-Charge(Each opening of door bend and removal of blockages including above operation will be measured as one job.) |
| 116 | Cleaning of existing over head tank/ underground water storage tank by mechanical method of specified TANKCLEAN process in stages: (1) Empty the tank/ sump and make it to near dry, (2) wash the tank internal surfaces and top of the tank with fresh water and clean/ rinse the inside surfaces of side walls, ceiling and floor surfaces perfectly by removing all scalling, fungus etc., with rotary jet mechanism, (3) Removing/ cleaning mud, silt, waste, sludge and garbage from the tankwith sludge pump/ vaccum cleaner and disposing outside the building, (4) After drying applt UV radiation with specified equipment in the tank for 15 minutes to kill the harmfull bacteria etc., complete all as per directions of the Engineer-in-charge. |
| 117 | (The rate includes filling of outlets of tank with cotton during cleaning marking of date of painting on the tanks and cleaning of all the dirt/ waste etc., from the terrace and submission of certificate from specialised agency). |
| 118 | Uprooting & removal of vegetation at walls/roofs/chajjas and floors/drainage systems/water supplying stream of the building/over head tanks or at all levels,any location and applying any special chemical to defective area to prevent vegetation growth and finishing the same with cement concrete/mortar to match the surface of walls/floors/roofs., etc complete as per the directions of engineer-in-charge(cement concrete/ mortar to be paid in separate item.) (Uprooting of vegetation in each location will be measured as one job) |
| 119 | a) Up to floor two level |
| 120 | b) above floor two level |
| 121 | Pruning/Cutting branches of trees at all levels for avoiding entering houses and obstructing colony lighting and electrical wire free passing and disposing the cutting pieces away from the compound to the dumping ground as directedby the engineer-in-charge. |
| 122 | Providing and filling cement motar sanded grout mixed with Fosrock liquid water proofing compound in required quantity for grouting/filling around the gaps of IWC,floor traps sides and inside traps including finishing the sides neately and grouting in holes at door bottoms etc., complete in the toilet rooms to fill the holes terrazo/ ceramic flooring tiles,around the W.C.pans, corners of rooms, floor trap openings after neatly cleaning/ scraching the joints etc., |
| 123 | in all floors complete as per directions of Engineer-in-charge.(No. of bath/WC rooms shall be measured for payment) |
| 124 | Removing the broken pipe/ coupling from the water line, cutting to required size, replacing with suitable uPVC pipe / uPVC coupling with the help of solution and refixing the pipe in original position on emergency basis (breakdown operartion) complete as directed by the Engineer-in-charge. |
| 125 | Charges for making available the welding plant at site including to and from the shoap, providing necessary power supply arrangements, lugs etc., complete as per the direction of Engineer-in-charge. |
| 126 | Charges for removing PVC water tanks from position and cleaning the surroundings and chipping off any malba existing arround the tank and making good the surroundings with white cement complete as per the direction of Engineer-in-charge. |
| 127 | Rebate for taking away the unserviceable PVC water storage tank & fittings including removing from the existing position . etc., complete. |
| 128 | Rebate for taking away the unserviceable sanitary / water supply fittings including removing from the existing position . etc., complete. |
| 129 | a) GI pipes 15mm/20mm/ 25mm/ 32mm /40mm |
