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| 1 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: |
| 2 | 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 4 | 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) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 9 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 10 | 6 mm cement plaster of mix : |
| 11 | 1:3 (1 cement: 3 fine sand) |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 13 | Two or more coats on new work |
| 14 | 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. |
| 15 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 16 | 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. |
| 17 | In cement mortar |
| 18 | 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. |
| 19 | (a) Internal Work- Exposed on wall |
| 20 | Above 40 mm nominal bore |
| 21 | 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. |
| 22 | 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 |
| 23 | 25 mm nominal dia Pipes |
| 24 | 32 mm nominal dia Pipes |
| 25 | 50 mm nominal dia Pipes |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 27 | 25 mm nominal bore |
| 28 | 32 mm nominal bore. |
| 29 | 50 mm nominal bore |
| 30 | Supplying & Fixing SMC/GRP panel tanks for water storage of make Sintex, Sovisy, Devi Polymer as confirming with IS:14399- 1996 and material to be confirming as per IS:4249-1967 for fire retardant of required capacity of suitable size including fixing and assembling/erecting the tank complete as per direction of Engineer in charge. The tanks to be leak proof after installation and having following specification. (1) Standard SMC panels pressed moulded UV stabilised made from sheet moulding compounds (SMC) composting of glass fibre and formulation of selected resin. (2) The Size of panel should be: Roof Panels: 1000 x 1000 Side panels: 500 x 1000 x Bottom Panels: Convex shape 1000 x 1000 Drain Panels: 1000 x 1000 at bottom for complete drain of water Manhole panel dia. 600mm lockable lid of hot pressed moulded made out of SMC.(3) Non-Toxic PVC foam sealant gasket sealant tap 3mm with high level of resistance to ageing and superior recovery compression.(4) Fasteners utilized for the panel joints of 8.8 grade steel HDG bolts nuts M12 x 40mm(5) External reinforcement C channel at every 1- meter (except in corner) of steel with anticorrosive paint and it is tie with top external tie roads (If tank height is more than 1 meter).(6) Internal roof supports should be of FRP/GRP 5mm thick hollow square section.(7) Air-vent dia 100mm with mosquito proof mesh insect proof.(8) Aluminium body water level indicator with clear tube type and brass nozzle.(9) Internal FRP ladder with wall mounting arrangement inside. (10) External G.I. ladder with complete fixing arrangement outside.(11) Complete fixing of Inlet/Oulet/overflow/drain should be G.I. flange type with 9\\" long Nipple. (Grillage part will be paid extra) |
| 31 | Credit for Dismantled Materials |
| 32 | GI Pipes,Fittings & Rusted steel bar & other iron items |
| 33 | PVC Tank Please Enable Macros to View BoQ information |
