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| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | a) 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) |
| 3 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level. |
| 4 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : |
| 8 | 100X58X1.90 mm |
| 9 | 12 mm cement plaster of mix : |
| 10 | 1:6 (1 cement: 6 fine sand) |
| 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 12 | 1:6 (1 cement: 6 fine sand) |
| 13 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 14 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required shade and colour complete to give and even shade. |
| 15 | Old work (one or more coats) |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 17 | One or more coats on old work. |
| 18 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. |
| 19 | a) With cement mortar 1:4 (1 cement : 4 fine sand). |
| 20 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 21 | In cement mortar |
| 22 | 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. |
| 23 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. |
| 24 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 25 | Providing and fixing sanitary fittings/appliances by removing the existing damaged sanitary and water supply fittings and replacing them with these new fittings including necessary white lead/ lead wool etc complete as directed by the engineer in charge. |
| 26 | a) PTMT Bib cock15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. of approved quality and colour. |
| 27 | b) PTMT stop cock15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. of approved quality and colour. |
| 28 | c) PTMT pillar cock 15mm nominal bore, 107 mm long. Weighing not less than 110 gms. of approved quality and colour . |
| 29 | d) Uplasticised PVC connection pipe 15 mm nominal boreand 45 cm length with brass unions : |
| 30 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 31 | 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 |
| 32 | 20 mm nominal outer dia. Pipes. |
| 33 | 25 mm nominal outer dia .Pipes. |
| 34 | 40 mm nominal outer dia .Pipes. |
| 35 | 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 |
| 36 | 40 mm nominal outer dia. Pipes. |
| 37 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight RCC precast. cover with frame of 300 x300 mm size (inside) as per standard design: |
| 38 | 100x100 mm size P type |
| 39 | With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 40 | 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 : |
| 41 | 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) : |
| 42 | With common burnt clay F.P.S. (non modular) bricks of class designation 3.5 |
| 43 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 44 | L D - 2.5 |
| 45 | Rectangular shape 600x450 mm internal dimensions |
| 46 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have minimum Humidity Resistance (RH) of 95%, minimum Light Reflectance = 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of minimum 0.30 mm thick (minimum galvanized @120 gsm) having rotary stitched double webbed white with 6mm reveal Silhouette profile (white/black) comprising of main T runners of minimum 15x38 mm of length 3000 mm, cross T of size minimum 15x38mm of length 1200 mm and secondary intermediate cross T of size minimum 15x38 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (minimum galvanized @ 80 gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, |
| 47 | spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size minimum 24x24X3000 mm made of minimum 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in charge. |
| 48 | With 15 mm thick beveled tegular mineral fibre false ceiling tile (NRC minimum0.50) |
| 49 | Providing and fixing CP brass frame & grating of approved quality for floor trap (a) Circular type. (i)100 mm nominal dia. |
| 50 | Cleaning of existing sewer lines, manholes etc. Cost includes all labour for removing the silt, slush, waste etc. and rodding the sewer lines and manholes by mobile sewer rodding equipment/manually from manhole to manhole to clear the blockage, chokages etc for proper functioning of sewer lines( The payment shall be made for removal of blockages in between manhole to manhole as one job with all above operations.) |
| 51 | Cleaning of terrace / 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 and disposal of rubbish to the dumping ground out side periphery of the building. (plan area of the terrace/chajja/canopy will be measured for payment) |
| 52 | 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 scaling, fungus etc., with rotary jet mechanism, (3) Removing/ cleaning mud, silt, waste, sludge and garbage from the tank with sludge pump/ vacuum cleaner and disposing outside the building, (4) After drying apply UV radiation with specified equipment in the tank for 15 minutes to kill the harmful bacteria etc., complete all as per directions of the Engineer-in-charge. |
| 53 | (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 specialized agency). |
| 54 | Disposal of unserviceable, dismantled or waste/scrap materials lying at stores/in the compound of Telephone Bhavan, Saifabad which may cause fire hazard by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge for all leads including all lifts involved. |
| 55 | Repairs to the existing Aluminium/PVC/Wooden doors/windows by removing and refixing the same after attending necessary repairs etc. with necessary screws, nails ,hinges etc including welding etc wherever required complete to make it working condition (Each door/window irrespective of size will be measured for payment. cost of Hinges, handles and other accessories if any will be paid separately). |
| 56 | Dismantlingpowder coated / anodized aluminium partitions, doors and other frames including proper numbering, loading and unloading and stacking by placing at the required place in the building premises etc. all operations complete as directed by the Engineer-in-charge . (Area of partition dismantled is measured for payment) |
| 57 | Making and fixing of aluminum partitions and doorsin position includingsorting outas per the drawingusingavailable material of aluminum sections, particle boards, glass panels, gasketsand snap on beadingincluding fixingwithrawl plugs, screws, expansion hold fasteners, filling up of gaps at junctions at top, bottom and sides with required PVC/Neoprene felt etc wherever required . Aluminum sectionsshall be mitered and jointedwherever required all complete as per the architectural drawings and as per the directions of the Engineer-in-charge. Necessary screws, clamps, Rawl plugs shall be arrangedfor fixing partitions . The available aluminium material, glass, boards, gaskets and snap on beadingwill be supplied by the department at no cost. Area of erected partition havingboard/glass panels/grill only shall be measured for payment) |
| 58 | Charges for arranging carpenter / plumber/Mason along with helper wherever required for attending minor repair works in the compound etc., complete as directed by the Engineer-in-charge. (The required fittings & fixtures except screws/nails, drilling etc., shall be paid separately and measured for each half day) |
| 59 | Providing and fixing of approved quality and colour etc. all operations complete as directed by the engineer in charge. |
| 60 | a) C.P. brasstwo in one bib cock 15 mm nominal boreof approved quality conforming to IS:8931: |
| 61 | Dismantling of wash basins/urinals of all types/sizes including disposal of unserviceable materials outside municipal limits or as directed by Engineer in charge |
