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| 1 | Design built, supply and erection ofTensile (fabric) structure systemincluding designing and fabricationin M.S. steel tubular structure as perIndian standard section as perapproved design and shapeincluding base plate, dash fastener,clits etc. Cutting, patterning,plotting and wielding of fabric withthe help of tensile structuresoftware. Fabric should be wieldedby high frequency PVC wielding inproper line with PVC cader to befixed on end of the fabric and to bestretched & fixed on M.S. designstructure with the help of. M.S. Flatbar with self-taping screw. M.S.structure to be painted with onecoat of epoxy primer with MRF PUpaint of approved colour in desiredshape. With 1050 GSM tensile fabric With precontraint tensilemembrane 1050 GSM (15 Yearswarranty) TENSILE SHED PLAN AREA |
| 2 | Earth work in excavation for foundation, trenches forpipes / cables or drains etc. by mechanical means /manual means (exceeding 30cm in depth.) includingramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 4 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Mild steel and Medium Tensile steel bars |
| 5 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plantand transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete tosite of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge.Upto Plinth level |
| 6 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc. For mass concrete. |
| 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plantand transported to site on work in transit mixer for all leads, having continous aggitated mixer, manufactuer as per mix design of specified grade for reinforced cement work, including pumping of concrete tosite of laying but excluding the cost of centering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge.Upto Plinth level COLUMN |
| 8 | Supplying and filling in plinth under floors including,watering, ramming consolidating and dressing complete.Moorum/Hard copra |
| 9 | Construction of granular sub-base, spreading inuniform layers with motor grader on prepared surface,mixing by Mix in Place Method at OMC and compactingwith vibratory roller of 80-100 KN Static weight to achievethe desired density, including all lifts and lead completein all respect as per Section-400 of the specifications. |
| 10 | Construction of Dowel jointed, Plain CementConcrete Pavement in M-30 Grade Concrete over aprepared sub base with 43 or higher grade cement,coarse and fine aggregate conforming to IS:383maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with a fixedform or slip form paver with electronic sensor spreadingthe concrete by shovels, rakes compacted using needle,screed and plate vibrator and finished in a continuousoperation including provision of contraction, expansion,and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, placing ofdowel bar, tie rod admixtures as approved, curingcompound, finishing to lines and grades as per approveddrawings as per IRC:15 and as per Section-602 of thespecifications complete excluding cost of steel in dowelbar and tie rod etc |
| 11 | Supplying, stacking and spreading of good earth forplantation at site including royalty and carriage earthmeasured in stacks will be reduced by 20% for payment. |
| 12 | Shrubs:Bahunia Tomentosa, Beloperone Species, CaselpinniaPulcherima, Caliandra Emarginata, Callandra Hybrida,Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum,Dombeya Mastersii, Euphorbia Caracasana, EuphorbiaPulcherima, Excorea bi color, Excorea tri color, FicuasBlackii, Ficus Reginold, Ficus Panda, Gardenia,Gulphinia, Jasminoides, Hamelia Pattens, Heliconia,Hibiscus Rosasinensis, Hibiscus Verigated, HibiscusViceroy, Jatropha Multifida, Largestomia Indica,Malpighia Coccigera, Murraya Exotica, MurrayaKoeniggi, Murraya Sambucum, MussaendaErythrophylla, Nerium Oleander, Nyctanthus Arbortristis,Plumbego Capensis, Putranjeeva Roxburghii,Tabernaemontana Coronaria, TabernaemontanaDivaricata, Tecoma Gaudi Chaudi, Tecoma Stans,Thevetia Nerifolia, Thuja Compacta and equivalentplants. |
| 13 | Providing and Laying Mexican/Zyosia carpet grass Turf with earth50mm to 60mm thickness on existing ground prepared with properlevel and ramming with tools wooden (Durmuth) and then rolling thesurface with light roller make the surface smoothen and light wateringwith sprinkler and maintenance for 30 days or more till the grassestablishes properly, as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
