|
| 1 | Removing the paver blocks of any thickness, size & colour from carriage way or footpath & transporting the same to ward depot or any where in MCGM limit. The paver blocks shall be stacked neatly at specified locations etc. |
| 2 | Excavation for foundation, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, asphalt mix carpet of any type, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for depths/ lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling 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 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 if any. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 4 | Demolishing brick work in lime or cement mortar including plaster, paint,etc. 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. |
| 5 | Removing & resetting kerb stones in 1:2 C.M. on new R.M.C.M-20 C.C. bed 15 cm, thick including filling the joints with 1:2 C.M. pointing, curing etc. complete. |
| 6 | Removing existing kerb stones, cleaning off old mortar, carting away up to a distance of 2 K.M. and stacking the same as directed by the Engineer. |
| 7 | Providing and fixing of the precast kerb stone of height 325mm, base width 165mm, top width 115mm in M20 grade RMC supplied through BMC approved plant or concrete mixed with use of weigh batch mixers as detailed in drawing u/No.Dy.Ch.E./Rds/93 /E.S. of 17 / 8 / 2005 , excavation in any soil except rock, laying a levelling course of M 15 grade RMC 100mm thick, to required slope (inclusive of form work) jointing in C.M.1:2 proportion flush to concrete surface, painting exposed surface with one coat of primer and two coats of 1st grade road marking paint in the yellow/ white/black or any shade as directed.(Kerbstones shall be procured from BMC registered agencies) |
| 8 | Removing & resetting water tables 30 cm.wide on a new M-20 cement concrete bed 15 cm .thick including filling in the joints with C.M.1:2 and cement pointing , curing including removing the old cement bed, curing etc. complete. |
| 9 | Removing existing water tables/cleaning offold mortar & carting away to the distance of 2K.M. and stacking the same as directed byEngineer. |
| 10 | Providing and fixing of the precast tapered water table of thickness varyingfrom 105 to 125 mm, 300mm width inM-20 grade RMC (Supplied through BMCapproved plant) or concrete mixed with use ofweigh batch mixers as detailed in drawingNo.DyChE/Rds/94/E.S. dated 17.8.2005inclusive of excavation in any soil exceptrock, laying of leveling course of M-15 gradeRMC 100mm thick to the required slope,(inclusive of form work) jointing in 1:2 cementmortar prop. flush to concrete surfaces asdirected (Water tables shall be procured fromBMC registered agencies). |
| 11 | Providing and fixing of the precast TREEGUARD KERB of M-20 C.C. of height230mm, width 100mm, Length 400mm,finished neatly, compacting, curing,formwork etc. including bedding of M-10C.C. procured from B.M.C. approvedR.M.C. plant,10cm.thick, filling of jointingin C.M. 1:2 and painting the exposed surfacewith 3 coats of road marking paint, Grade I ofapproved colours and quality including singlecoat of approved brand primer includingexcavation in C.C, asphalt etc. as specifiedand as directed |
| 12 | P/L ready mix cement concrete of grade M-15for foundation/ encasement/ pavement/cradle including formwork, mixing inbatching plant, compacting by internal &surface vibrator, curing, finishing etc.complete as specified & as directed bythe Engineer. Contractor has to makehis own arrangement for water for curingetc.& will not be paid separately for it.(MINIMUM CEMENT CONTENT 240 Kg/m³. |
| 13 | P/L R.M.C.M-20 C.C. procured fromB.M.C. approved R.M.C. plant includinguse of approved makes of plasticizer/retarder & transported by transit mixer &placing at worksite, compacting, finishingcuring etc. by contractor\"s water & tarring thesides of form work with hot bitumen asspecified & directed by the Engineer.(MINIMUM CEMENT CONTENT 260 Kg/m³.) |
| 14 | Extra Over item of stencil concrete above M20in footpath. Providing, applying and finishingthe topsurface of M-20 concrete with stamp/stencilof approved pattern and colour,inaccordance with manufacturer\"sspecificationof any approved brand of colourhardener @of 3.5 kgs/m2; including floatingof colourhardened over concrete surface withdifferenttypes of floaters; includingapplication ofrelease agent @ of 0.15 kgs/m2,stampingover the concrete surface withstampingtools; including cleaning of surfacewithwater and cutting of finishedconcrete;including application of two coats ofacrylicbased sealer for finishing. Colourhardenerand release agent shall be testedforabrasion resistance for a depth ofwear,should not be more than 0.025mm.Coverage of sealer should not be morethan6.5 sq.m per one litre coat; includingcost ofskilled manpower, cutting machine,sprayerand all tools tackles for allactivities;complete smooth & finish as perdirection ofEngineer-In-Charge. |
| 15 | Circular Steel Bollards: Providing, fabricating and fixing circular Steel Bollards of 100mm diacircular Steel Pipe (of type 3F-A-1) as per thedesign incorporated in the Catalogue of StreetFurniture (Vol-II). Published by MCGM, made of 10 Guage, 304 quality material with minimumnickel content not less than 10% (laboratory testing certificate shall be provided for used material)with steel pedestal and steel cap as per designs (3F-A1), (3F-A1.1), (3FA1.2) and (3F-A1-3)suitable to match the design adopted for surrounding railing including cutting, welding, riveting,polishing. The foundation shall either be with base plate of 200 x 200 x 6mm thick, 16 mm dia JBolts or embedding pipe in foundation by providing 20mm Dia x 6 nos holdfasts embedded in 1:2:4concrete as shown in drawing (3F-A1.1). inclusive of making good the damage portion of footpathwith matching pavers blocks, tiles removing debris etc. complete as per specifications and asdirected by the Engineer. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | Dismantling old plaster or skirting raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 metres lead. |
| 18 | Providing and applying 12 mm thick sand faced externalcement plaster for soffit of slabs & stair, beams, columns,chajja etc. upto 10m from ground level and at all locations in cement mortar as specified below including providing water proofing compound to the first coat of plaster as per manufacturers specification, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. In cement mortar 1:2 |
| 19 | 3D / Artistic painting to walls |
