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| 1 | Demolishing and repairs to existing Gazebo in Sunita Dattaji Nalavade Garden in G/South Ward |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge |
| 3 | Beams, joists, R.C.C. columns, piles, pile caps etc., in any thickness and size 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 |
| 4 | Excavation for foundations, substructures, basements, tanks, sumps,walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note:1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes applicable if any.For more details refer General Notes. |
| 5 | Extra over above item CS-EW-1,15 &16 for lift from 1.5m to 3.0m. |
| 6 | Filling in plinth, floors, trenches, pits with approved contractor\"s murumin layers not exceeding 200mm including breaking of clods, watering,consolidating each layer in filled up area by rolling and compactingwith roller/ plate compactor as required to achieve not less than 97%modified proctor density conforming to relevant IS etc. complete asdirected by Engineer In charge. The rate includes necessary soiltesting charges at laboratory & field as per relevant I.S. codes, royalty,octroi and other taxes if any. (Note: Borrow areas selected byCONTRACTOR shall be got approved from Engineer In Charge,before executing the work)1) The rate includes the royalty and other taxes if any. |
| 7 | Providing &Laying dry stone Rubble Pitching with average 150 mm sizeand of minimum thickness 230 mm hard stone set in regular lines to formplane surface, handpacked and interstices thoroughly filled with smallchips including providing and laying gravel quarry spells underneath forleveling undulations of the ground. etc complete as directed by Engineer InCharge.(Note: The rate includes the royalty and other taxes if any) |
| 8 | Providing & Laying 150 mm thick dry stone Rubble Soling with average150 mm size hard stone set in regular lines, handpacked and intersticesthoroughly filled with small chips including filling in with good qualitymurum brought from outside, compacting with iron rammers, watering,sand spreading 12mm thk. layer of grit on top etc complete as directed byEngineer In Charge.(Note: The rate includes the royalty and other taxes if any) |
| 9 | Providing Pre-constructional anti-termite treatment conforming toIS-6313 (part II) using chloropyrifos EC 20 Emulsion orequivalent of 1% concentration by weight for creating barrierunder and all around foundation pits, wall trenches, basementexcavation, backfill in immediate contact with foundation andtreating the top surface of plinth filling, junction of wall & floor,along the external perimeter of building, expansion joints,surrounding of pipes, water conduits and at places suggestedand as directed by Engineer-In-Charge covering 10 yearsguaranty. (plinth area should be considered for measurementand payment.) |
| 10 | Nominal Mix of 1:2:4 (1 cement OPC: 2 coarse sand : 4graded stone aggregate 20 mm nominal size) |
| 11 | Foundations, footings, bases of columns, rafts, pilecap |
| 12 | Slabs, Suspended floors, roofs, landings, balconies, canopyand access platform |
| 13 | Columns, Pillars, Piers, Posts and Struts. |
| 14 | Lintels, beams, plinth beams, girders, floor beam, coping. |
| 15 | Extra and over for providing richer RMC of M-30 grade cementconcrete instead of M20 (Note :- Cement content consideredin this item is @ 340 kg/cum as per IS 456 table showingminimum cement content.) |
| 16 | HYSD steel bars (Fe 415) |
| 17 | Do with broken China mosaic flooring instead of IPS set in cementmortar (1:4) 40 mm thick |
| 18 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 19 | 15 to 20mm thk. Jaisalmer Stone for width upto 300mm |
| 20 | Providing and laying polished natural stone strips upto 100mm wide as specified below (Machine cut) 25-30 mm. thick of an approved quality and size for paving /flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, machine cutting, dressing, leveling, jointing, filling the joints with neat cement slurry or with required pigment, machine polishing at site, curing, finishing, etc complete as directed by Engineer In Charge.18 mm thk. Ruby red, jet black, Hasan green Granite tiles/slab |
| 21 | Rounding the edge in quarter round shape of thestonework specified below including high glossmachine polishing as directed by Engineer InCharge. Shahbad stone/ Kadappa stone/ Tandurstone/ Kota stone/ Any type of marble/ Any type ofGranite stone |
| 22 | Providing and applying 25 mm thick external sand facedcement plaster with neat cement rendering upto 10m fromground level and at all locations in cement mortar proportionspecified below in two coats for masonry (except stonemasonry) and concrete surfaces including providing waterproofing compound to the first coat of plaster as permanufacturers specification, racking out joints, hacking ofconcrete surface, finishing, curing, scaffolding etc completeas directed By Engineer In Charge.Min. time lag between two coats shall be 24 hours.(as perIS 2402 of 1963.) In Cement mortar 1:3 |
| 23 | Providing and applying 6 mm thick internal ceiling plaster insingle coat in cement mortar 1:3 with white cemetecious wallputty (Birla white or equivalent) finish at all heights andlocations for concrete surfaces including hacking ofconcrete surface, watering, finishing, curing, scaffolding etc.complete. |
| 24 | Providing and applying first single coat of approved primerand two coats of synthetic enamel paint/flat oil paint of anapproved make and colour as per manufacturersspecifications to surfacesspecifird below, at all height andlocations as directed including scaffolding, cleaning andpreparing surfaces for painting by any approved means etc.complete as directed by Engineer-in-charge.For plastered wall surface |
| 25 | Providing and applying first single coat of approved primer andtwo coats of waterproof cement paint of an approved makeand colour as per manufacturers specifications to any surface,upto 10m height from ground level and at all locations asdirected including preparing surfaces for painting by anyapproved means, scaffolding, cleaning and curing etc.complete as directed by Engineer-in-charge. |
| 26 | Providing and fixing 20mm thick Mangalore tiles of approved make as roofincluding fixing in cement mortar (1:3) with necessary vatas and cementpointing, coloured with red or dammering etc. complete asdirected. |
| 27 | Providing & laying on roof 20mm thick Mangalore tile ridge caps and/or hip sets on existing wooden or steel frame structure including fixing incement mortar (1:3) with necessary vatas and cement pointing, colouredwith red or dammering, etc complete as directed. Please Enable Macros to View BoQ information |
