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| 1 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including taking out the excavated soil and depositing andrefilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 2 | Providing and laying in position Ready mix concretemanufactured in fully automatic Batching Plant andtransported to site in transit mixer for having continousagitated mixer, manufactured as per approved mix design ofspecified grade of RCC work including pumping of R.M.C.from transit mixer to site of laying , exculding the cost ofcentering, shuttering and reinforcement with all lead and liftincluding cost of admixtures in recommended portion as per IS9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as perdirection of Engineer in charge. All works upto floor V floorM20 grade Design Mix by using cement as per codalprovision. Providing M-25 grade concrete by using cement as per codalprovision instead of M-20 grade design mix. |
| 3 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in positionand binding (including cost of binding wire) all complete up tofloor five level. ('Original producers' who manufacture billet directly fromiron ores and roll the bilets to produce steel conforming toIS:1786) Thermo-mechanically Treated bars (Conforming of relevent IScode) |
| 4 | Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttresses plinth and string Course. |
| 5 | Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttresses plinth and string Course. Add extra for additional height in centring, shuttering whereever required with adequate bracing, propping etc. includingcost of de-shuttering and decentring at all levels, over a heightof 3.5 m, for every additional height of 1 metre or part thereof(Plan are is to be measured) |
| 6 | Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttresses plinth and string Course. Add extra for additional height in centring, shuttering whereever required with adequate bracing, propping etc. includingcost of de-shuttering and decentring at all levels, over a heightof 3.5 m, for every additional height of 1 metre or part thereof(Plan are is to be measured) |
| 7 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering- All work up to plinthlevel. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size). |
| 8 | Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting, hoisting(height upto 10 m) , fixing in position and applying a primingcoat of approved steel primer all complete: |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 12.46.1 Two or more coats on new work |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 11 | Fees for Vendor appointed structural consultant for the project |
| 12 | Providing and carrying out & reporting in hard and soft copies of detailed topographical survey of the project site along with geotechnical and sub-soil investigation, including geophysical and seismic studies, complete in all respects, as per relevant IS codes and directions of Engineer-in-Charge. |
| 13 | Making bore hole Nx Size at earmarked location in all types of strata including rock up to required depth and performing standard penetration tests , Plate load test (where required), Permeability test, Groundwateer table observation at suitable interval in soil & weathered strata, collection of representative soil and water samples complete including transporting of samples to laboratory for their testing for basic index & engineering properties. Analysis of all field and lab data and preparation of geotechnical report giving recommendations about strata, water table, corrosion potential foundation type & Safe allowable bearing capacity. The bore holes shall be drilled using a diamond core hydraulic drilling rig. For Bore holes (BH) Of 20m Depth–Multi-storied structures or structures with a provision for single basement.(one each at proposed tower location) |
| 14 | Collection of Bulk soil samples for determination of Relative/Field Bulk/Dry Density, Chemical Analysis for Soil Corrosiveness, Concrete Environmental Exposure & Horticulture design of on grade rigid pavement slabs/CC roads/flexible bituminous pavements. (NPK), Proctors Test (Light & Heavy) & CBR tests for design of on grade rigid pavement slabs/CC roads/flexible bituminous pavements. |
| 15 | Conducting Electrical resistivity test (Vertical electrical soundings) including surface Thermal Resistivity Tests at various locations and depth (based on Wenner’s/ Schlum berger, s four point electrode configuration to evaluate the true resistivity of soil up to required depth at minimum pin spacing of up to 15 mtrs. as per IS 3043 & IS 15736/2007 submitting detail analysis of true resistivity \\"R\\" ohm m value for different depth ranges.–Tests Required for ground water appraisal of the area for tube-well construction, |
| 16 | Topography Survey using Dual frequency RTK baser over type arrangement DGPS including marking of Permanent Revenue Structures defined by Tehsildar/Patwari in the field, along with marking of Culverts, Well, Pond.Nallah, Railway Line, pipe corridors, Roadway and other Permanent Structures. The Work includes submission of the report and drawings in AutoCAD & KML format. The details shall be plotted in such a way so as to fit on A0 (05 nos.) size sheet for printing purpose and its submission. The job includes preparing contour plan by taking levels ata grid of 10mx10m intervals with reference to 3Nos Permanent Bench Marks and plotting contour at 0.25 m intervals. The Entire Map will be aligned parallel to a TRUE NORTH UTM Grid. The Job does not include identification and erecting of boundary pillars. We assume that this activity has already been completed before doing topo-survey.(Lumpsum) The deliverable will include providing coordinates of site and overlapping the site plan on google map and providing it in CAD format. |
| 17 | Detailed Chemical Analysis (30Parameters) of ground water samples collected from near by tube-well/open well sources. Please Enable Macros to View BoQ information |
