{"id":861,"date":"2021-06-01T09:18:22","date_gmt":"2021-06-01T09:18:22","guid":{"rendered":"http:\/\/habitatcdp.microwarecomp.com\/?page_id=861"},"modified":"2021-07-29T10:54:35","modified_gmt":"2021-07-29T10:54:35","slug":"cost-saving-tips-for-conventional-construction-method","status":"publish","type":"page","link":"https:\/\/cdp.habitatindia.net\/ml\/cost-saving-tips-for-conventional-construction-method\/","title":{"rendered":"Cost saving tips for conventional construction method"},"content":{"rendered":"
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Cost saving tips for conventional construction method <\/span><\/h1>\n
\n
    \n \t
  • \n
      \n \t
    • Decide on your budget – You can categorize a property either as an economy house, average house, and the premium house.\nLow budget construction will correspond with the economy housing category. It features basic design and include the minimal features\nand architectural design.<\/li>\n \t
    • Choose the perfect plot – Your house will be as good as the plot you are building on and hence you must select the right plot for your house.<\/li>\n \t
    • Select the plot that is near to public transport areas. Select the ones that have clear access to your house.<\/li>\n \t
    • If the house plot does not have an access road to it, then you might have to spend additional money to create the required access\nto your home and this will be an added cost for your construction.<\/li>\n \t
    • While selecting the plot also take into consideration the availability of utility services like municipal water supply,\nelectricity, gas connection, drainage facilities, garbage disposal, etc.<\/li>\n \t
    • The plot must be square or rectangle in size so that you can make use of the entire area of the plot to build your house.<\/li>\n \t
    • Select the plot that has no steep slopes or other natural anomalies that have to be corrected before commencing the construction.<\/li>\n \t
    • Take into account the level of the plot concerning the plots on all sides.<\/li>\n \t
    • Select the plot with a stable sub-soil structure.<\/li>\n \t
    • Go with the Perfect Design – Your new construction must be based on a good plan and a well-laid outbuilding design.<\/li>\n \t
    • The building plan must be the basis for your construction and hence it must be prepared by well experienced Civil Engineer or\nan Architect so that the plan covers every aspect of your house construction.<\/li>\n \t
    • When your construction is handled by an experienced professional he will be able to procure the materials at best prices and help\nwith your low-cost house construction.<\/li>\n \t
    • Apart from this, design your floor plan in a rectangular or square form so that it has a lesser perimeter and consumes\nup to 20 to 30 % lesser building materials.<\/li>\n \t
    • It will be wise to opt for the traditional designs as it will enable you to escape the challenges of extravagant expenses that you\nwill have to incur for executing trendy plans.<\/li>\n \t
    • Choose house orientation according to wind direction and sunlight availability<\/li>\n \t
    • Build rooms which are necessary<\/li>\n \t
    • Build minimalistic kitchen and bathroom<\/li>\n \t
    • Reduce plinth area by using thinner wall concept.Eg.15 cms thick solid concrete block wall.<\/li>\n \t
    • Use locally available material in an innovative form like soil cement blocks in place of burnt brick.<\/li>\n \t
    • Use energy efficiency materials which consume less energy like concrete block in place of burnt brick.<\/li>\n \t
    • Use environmentally friendly materials which are substitute for conventional building components like use R.C.C. Door and window\nframes in place of wooden frames.<\/li>\n \t
    • Pre-plan every component of a house and rationalize the design procedure for reducing the size of the component in the building.<\/li>\n \t
    • By planning each and every component of a house the wastage of materials due to demolition of the unplanned\ncomponent of the house can be avoided.<\/li>\n \t
    • Each component of the house shall be checked whether if it\u2019s necessary, if it is not necessary, then that component should not be used.<\/li>\n \t
    • Select the method of construction and construction materials being wise and considerate.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n\n
        \n \t
      • Foundation of a building is 3-4 feet deep in the soil, but we can alternatively make it up to 2 feet in depth for normal soils.\nThis saves a large amount of total cost. In other delicate or soft soils, such a cost reduction cannot be executed very well.<\/li>\n \t
      • It is suggested to adopt 1 ft. height above ground level for the plinth and may be constructed with a cement mortar of 1:6.\nThe plinth slab of 12cm can be adopted instead of 15cm.<\/li>\n \t
      • Walling can be construct using wire cut bricks which are immersed in water for 24 hours and then shall be used for the walls<\/li>\n \t
      • By adopting Rat trap bonding of brick masonry compared to traditional English or Flemish bond masonry, it is possible to reduce\nin the material cost of bricks by 25% and about 10to 15% in the masonry cost. By adopting rattrap bond method one can create aesthetically\npleasing wall surface and plastering can be avoided.<\/li>\n \t
      • By using concrete block masonry the wall thickness can be reduced from 20 cms to 15 Cms. Concrete block masonry saves mortar\nconsumption, and helps in speedy construction of wall resulting in higher output of labour.<\/li>\n \t
      • It is suggested not to use wood for doors and windows and in its place concrete or steel section frames shall be used\nfor achieving saving in cost up to 30 to 40%.<\/li>\n \t
      • For shutters commercially available Aluminum, steel, fiber or wooden practical boards etc., shall be used for reducing the cost by about 25%.<\/li>\n \t
      • By adopting brick jelly work and precast components effective ventilation could be provided to the building and also the\nconstruction cost could be saved up to 50% over the window components.<\/li>\n \t
      • Plastering can be avoided for AAC block, wire cut brick, Porotherm block.<\/li>\n \t
      • Normally a (12.5 cms) thick R.C.C. slab is used for roofing of residential buildings. By adopting filler slab the construction\ncost of roofing can be reduced by about 20 to 25%. But there might occur leakage in future.<\/li>\n<\/ul>\n<\/div>\n\n
        \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
        Comparison of materials of items<\/th>\n<\/tr>\n
        Sr. No.<\/th>\nItem<\/th>\nMaterial<\/th>\nUnit<\/th>\nAVG Rate<\/th>\nRemark<\/th>\n<\/tr>\n<\/thead>\n
        1.<\/td>\nEARTH FILLING<\/td>\nQuarry waste<\/td>\nLoad<\/td>\n3900<\/td>\nOpt clay. Clay is green & cost effective<\/td>\n<\/tr>\n
        Demolition waste<\/td>\nLoad<\/td>\n2400<\/td>\n<\/tr>\n
        Clay<\/td>\nLoad<\/td>\n1800<\/td>\n<\/tr>\n
        Red earth<\/td>\nLoad<\/td>\n2700<\/td>\n<\/tr>\n
        2.<\/td>\nWINDOWS<\/td>\nWooden window frames & shutter – 1.35m height<\/td>\nShutter<\/td>\n3850<\/td>\nOpt Concrete frames & Aluminium shutters. It is cost effective<\/td>\n<\/tr>\n
        Wooden window frames & shutter – 1.00m height<\/td>\nShutter<\/td>\n3650<\/td>\n<\/tr>\n
        Aluminium window frames & shutter<\/td>\nSq. m<\/td>\n1800<\/td>\n<\/tr>\n
        Concrete window frames & Aluminium shutter – 1.35m height<\/td>\nShutter<\/td>\n1850<\/td>\n<\/tr>\n
        Concrete window frames & Aluminium shutter – 1.00m height<\/td>\nShutter<\/td>\n1550<\/td>\n<\/tr>\n
        Concrete window frames & Wooden shutter – 1.35m height<\/td>\nShutter<\/td>\n2150<\/td>\n<\/tr>\n
        Concrete window frames & Wooden shutter – 1.00m height<\/td>\nShutter<\/td>\n1850<\/td>\n<\/tr>\n
        3.<\/td>\nVENTILATOR<\/td>\nWooden ventilator frames & shutter<\/td>\nNo.s<\/td>\n2550<\/td>\nOpt Concrete frames & Aluminium shutters. It is cost effective<\/td>\n<\/tr>\n
        Concrete ventilator frames & Aluminium shutter<\/td>\nNo.s<\/td>\n1100<\/td>\n<\/tr>\n
        Concrete ventilator frames & Wooden shutter<\/td>\nNo.s<\/td>\n1250<\/td>\n<\/tr>\n
        4.<\/td>\nDOOR<\/td>\nWooden door frames & shutter<\/td>\nNo.s<\/td>\n10600<\/td>\nOpt Concrete frames & wooden shutters for main doors. PVC doors as internal and bathroom doors. It is cost effective<\/td>\n<\/tr>\n
        Concrete door frames & wooden shutter<\/td>\nNo.s<\/td>\n4300<\/td>\n<\/tr>\n
        Readymade skin door<\/td>\nNo.s<\/td>\n3000<\/td>\n<\/tr>\n
        Steel door<\/td>\nNo.s<\/td>\n14000<\/td>\n<\/tr>\n
        Fibre door<\/td>\nNo.s<\/td>\n4000<\/td>\n<\/tr>\n
        PVC door<\/td>\nNo.s<\/td>\n2000<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

        For recommending appropriate technique for low cost house, we have develop three house\nlayout option PLAN I, PLAN II, PLAN III. Each having Plinth area : 393 Sqft, 510 Sqft, 496 Sqft ;Outer perimeter :24.24 m, 27.60 m,\n28.08 m;<\/p>\n

        Quantities of each items were taken and breakup of quantity of each materials also taken.\nSo, that a cost comparison can be made to select the appropriate type.<\/p>\n\n

        \n
          \n \t
        • Earth work excavation:<\/b> Excavation work is first carried out, and then earth-work is filled with available earth.<\/li>\n<\/ul>\n<\/div>\n

          Specification : <\/b><\/p>\n

          Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator )\/\nmanual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth,\nlead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed., for foundation<\/p>\n\n

          \n\n\n\n\n\n\n\n
          Earthwork excavation<\/th>\nCum<\/th>\n13.08<\/th>\n15.2<\/th>\n17.06<\/th>\n<\/tr>\n<\/thead>\n
          Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
          –<\/td>\n–<\/td>\n600<\/td>\nm3<\/td>\n13.06<\/td>\n7848.00<\/td>\n15.2<\/td>\n9120.00<\/td>\n17.06<\/td>\n10236.0<\/td>\n<\/tr>\n
          –<\/td>\nTotal<\/th>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

          Anti-termite treatment: <\/b> Anti-termite treatment to the members of foundation etc.\nwith two coat Biflex TC chemical diluted with water @ (1:20)<\/p>\n

          Specification : <\/b><\/p>\n

          Providing anti-termite treatment to the members of foundation etc. with two coat Biflex\nTC chemical diluted with water @ (1:20) or kerosene after properly cleaning the members etc. complete conforming to manufacturer’s\nspecifications and as directed by the Engineer-in-charge.<\/p>\n\n

          \n\n\n\n\n\n\n\n
          Antitermite treatment<\/th>\nLS<\/th>\n<\/th>\n<\/th>\n<\/th>\n<\/tr>\n<\/thead>\n
          Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
          –<\/td>\n–<\/td>\n–<\/td>\nLS<\/td>\n<\/td>\n2000.00<\/td>\n<\/td>\n2000.00<\/td>\n<\/td>\n2000.00<\/td>\n<\/tr>\n
          <\/td>\nTotal<\/th>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
          PCC Below foundation<\/h5>\n
          \n
            \n \t
          • Fly ash cement, Recycled aggregates are used.<\/li>\n \t
          • Fly ash is a by-product of Thermal power plants.<\/li>\n \t
          • Thus Fly ash, a waste material is utilized for construction.<\/li>\n \t
          • Fly ash is very cheap (only cost of transportation) hence economical.<\/li>\n<\/ul>\n<\/div>\n

            Specification : <\/b><\/p>\n

            P.C.C 1:5:10 using 40mm broken stones for levelling course below column foundation (60cm wide)<\/p>\n\n

            \n\n\n\n\n\n\n\n\n\n
            PCC 1:5:10<\/th>\nCum<\/th>\n1.87<\/th>\n2.17<\/th>\n2.44<\/th>\n<\/tr>\n<\/thead>\n
            Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
            Cement<\/td>\n2.85<\/td>\n410<\/td>\nBag<\/td>\n5.330<\/td>\n2185.10<\/td>\n6.185<\/td>\n2535.65<\/td>\n6.954<\/td>\n2851.14<\/td>\n<\/tr>\n
            Sand<\/td>\n0.475<\/td>\n2240<\/td>\nCum<\/td>\n0.888<\/td>\n1989.68<\/td>\n1.031<\/td>\n2308.88<\/td>\n1.159<\/td>\n2596.16<\/td>\n<\/tr>\n
            Aggregate<\/td>\n0.95<\/td>\n1920<\/td>\nCum<\/td>\n1.777<\/td>\n3410.88<\/td>\n2.062<\/td>\n3958.08<\/td>\n2.318<\/td>\n4450.56<\/td>\n<\/tr>\n
            <\/td>\nTotal<\/th>\n<\/td>\n7585.66<\/td>\n<\/td>\n8802.61<\/td>\n<\/td>\n9897.86<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

            Anti-termite treatment: <\/b> Here 3 types of foundation system are evaluated. From these choose\nmost appropriate type foundation.<\/p>\n

            Random rubble masonry <\/b> (Foundation & Basement)<\/p>\n\n

            \n
              \n \t
            • Below ground level dry pack is used, unless it is not a water logged area.<\/li>\n \t
            • For water logged area RR with CM 1:6 to be used.<\/li>\n \t
            • Stone is sustainable.<\/li>\n \t
            • So a practice to entertain to reuse the materials of old rubble masonry from demolished building.<\/li>\n \t
            • Fly ash cement, Recycled rubble are used.<\/li>\n \t
            • Both are green materials<\/li>\n \t
            • Cost effective<\/li>\n<\/ul>\n<\/div>\n

              Specification: <\/b><\/p>\n

              Random Rubble masonry in cm 1:6 for foundation (60x60cm)\n(Dry pack) & basement (45x33cm) (CM 1:6) (For Additional heights extra to be paid)<\/p>\n\n

              \n\n\n\n\n\n\n\n\n\n
              Foundation & basement<\/th>\nCum<\/th>\n15.88<\/th>\n18.44<\/th>\n20.74<\/th>\n<\/tr>\n<\/thead>\n
              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
              Cement<\/td>\n2.42<\/td>\n410<\/td>\nBag<\/td>\n38.430<\/td>\n15756.14<\/td>\n44.62<\/td>\n18296.17<\/td>\n50.1908<\/td>\n20578.23<\/td>\n<\/tr>\n
              Sand<\/td>\n0.336<\/td>\n2240<\/td>\nCum<\/td>\n5.336<\/td>\n11951.92<\/td>\n6.196<\/td>\n13878.68<\/td>\n6.96864<\/td>\n15609.75<\/td>\n<\/tr>\n
              Rubble<\/td>\n1.25<\/td>\n1680<\/td>\nCum<\/td>\n19.850<\/td>\n33348.00<\/td>\n23.050<\/td>\n38724.00<\/td>\n25.925<\/td>\n43554.00<\/td>\n<\/tr>\n
              <\/td>\nTotal<\/th>\n<\/td>\n61056.06<\/td>\n<\/td>\n70898.85<\/td>\n<\/td>\n79741.98<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
              Strip footing (Footing & Pedestal)<\/i><\/h5>\n
              \n
                \n \t
              • Made up of reinforced cement concrete.<\/li>\n \t
              • Fly ash cement is used.<\/li>\n \t
              • Green material<\/li>\n \t
              • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                Specification : <\/b><\/p>\n

                Providing and laying in position machine batched and machine mixed design mix M-25 grade\n(1:2:4) using 20mm broken stone cement concrete for reinforced cement concrete work, using cement content as per approved\ndesign mix, including pumping of concrete to site of laying, cost of centring, shuttering, finishing and but excluding the\nreinforcement, as per direction of Engineer-in-charge.<\/p>\n\n

                \n\n\n\n\n\n\n\n\n\n\n
                Footing & pedestal1:2:4<\/th>\nCum<\/th>\n12.32<\/th>\n14.29<\/th>\n16.2<\/th>\n<\/tr>\n<\/thead>\n
                Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n81.312<\/td>\n34151.04<\/td>\n94.314<\/td>\n39611.88<\/td>\n106.92<\/td>\n44906.40<\/td>\n<\/tr>\n
                Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n5.421<\/td>\n12142.59<\/td>\n6.288<\/td>\n14084.22<\/td>\n7.128<\/td>\n15966.72<\/td>\n<\/tr>\n
                Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n10.842<\/td>\n20815.87<\/td>\n12.575<\/td>\n24144.38<\/td>\n14.256<\/td>\n27371.52<\/td>\n<\/tr>\n
                Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n622.480<\/td>\n30501.52<\/td>\n720.940<\/td>\n35326.06<\/td>\n818.33<\/td>\n40098.17<\/td>\n<\/tr>\n
                <\/td>\nTotal<\/th>\n<\/td>\n97611.02<\/td>\n<\/td>\n113166.55<\/td>\n<\/td>\n128342.81<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                Plinth beam<\/h5>\n
                \n
                  \n \t
                • Fly ash cement is used.<\/li>\n \t
                • Green material<\/li>\n \t
                • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                  Specification : <\/b><\/p>\n

                  Providing and laying in position machine batched and machine mixed design mix M-25\ngrade (1:2:4) using 20mm broken stone cement concrete for reinforced cement concrete work, using cement content as per\napproved design mix, including pumping of concrete to site of laying, cost of centering, shuttering, finishing and but\nexcluding the reinforcement, as per direction of Engineer-in-charge.<\/p>\n

                  For conventional foundation : <\/b><\/p>\n\n

                  \n\n\n\n\n\n\n\n\n\n\n
                  RCC plinth beam 1:2:4<\/td>\nCum<\/td>\n1.9<\/td>\n2.35<\/td>\n2.23<\/td>\n<\/tr>\n<\/thead>\n
                  Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\n<\/tr>\n
                  Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n12.54<\/td>\n5266.8<\/td>\n15.51<\/td>\n6514.2<\/td>\n14.718<\/td>\n6181.56<\/td>\n<\/tr>\n
                  Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n0.836<\/td>\n1872.64<\/td>\n1.034<\/td>\n2316.16<\/td>\n0.9812<\/td>\n2197.89<\/td>\n<\/tr>\n
                  Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n1.672<\/td>\n3210.24<\/td>\n2.068<\/td>\n3970.56<\/td>\n1.9624<\/td>\n3767.81<\/td>\n<\/tr>\n
                  Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n186.39<\/td>\n9133.11<\/td>\n230.04<\/td>\n11271.96<\/td>\n217.92<\/td>\n10678.08<\/td>\n<\/tr>\n
                  <\/td>\nTotal<\/b><\/td>\n<\/td>\n19482.79<\/td>\n<\/td>\n24072.88<\/td>\n<\/td>\n22825.34<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

                  For strip footing : <\/b><\/p>\n\n

                  \n\n\n\n\n\n\n\n\n\n\n
                  RCC plinth beam 1:2:4<\/th>\nCum<\/th>\n0.17<\/th>\n0.31<\/th>\n0<\/th>\n<\/tr>\n<\/thead>\n
                  Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                  Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n1.122<\/td>\n471.24<\/td>\n2.046<\/td>\n859.32<\/td>\n0<\/td>\n0.00<\/td>\n<\/tr>\n
                  Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n0.075<\/td>\n167.55<\/td>\n0.136<\/td>\n305.54<\/td>\n0<\/td>\n0.00<\/td>\n<\/tr>\n
                  Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n0.150<\/td>\n287.23<\/td>\n0.273<\/td>\n523.78<\/td>\n0<\/td>\n0.00<\/td>\n<\/tr>\n
                  Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n17.470<\/td>\n856.03<\/td>\n18.650<\/td>\n913.85<\/td>\n0<\/td>\n0.00<\/td>\n<\/tr>\n
                  <\/td>\nTotal<\/th>\n<\/td>\n1782.05<\/td>\n<\/td>\n2602.48<\/td>\n<\/td>\n0.00<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                  Plinth filling<\/h5>\n

                  Clay <\/b><\/p>\n\n

                  \n
                    \n \t
                  • Clay is waste of sand<\/li>\n \t
                  • Thus, waste material is utilized for construction.<\/li>\n \t
                  • Locally available<\/li>\n \t
                  • Green material<\/li>\n \t
                  • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                    Specification : <\/b><\/p>\n

                    Filling in basement with clay including consolidation in layers of not more than\n30cm inclusive of cost of all materials, labour and curing. (For Additional heights extra amount to be paid)<\/p>\n\n

                    \n\n\n\n\n\n\n\n
                    Using clay<\/th>\nCum<\/th>\n8.99<\/th>\n12.19<\/th>\n10.97<\/th>\n<\/tr>\n<\/thead>\n
                    Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                    Clay<\/td>\n1<\/td>\n706.3<\/td>\nCum<\/td>\n8.990<\/td>\n6349.64<\/td>\n12.190<\/td>\n8609.80<\/td>\n10.97<\/td>\n7748.11<\/td>\n<\/tr>\n
                    <\/td>\nTotal<\/th>\n<\/td>\n6349.64<\/td>\n<\/td>\n8609.80<\/td>\n<\/td>\n7748.11<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                    PCC for flooring :<\/h5>\n
                    \n
                      \n \t
                    • Fly ash cement, Recycled aggregates are used<\/li>\n \t
                    • Both are green materials<\/li>\n \t
                    • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                      Specification : <\/b><\/p>\n

                      P.C.C 1:5:10 using 40mm broken stones for levelling course below column foundation (60cm wide)<\/p>\n\n

                      \n\n\n\n\n\n\n\n\n\n
                      PCC 1:5:10<\/th>\nCum<\/th>\n2.57<\/th>\n3.48<\/th>\n3.14<\/th>\n<\/tr>\n<\/thead>\n
                      Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                      Cement<\/td>\n2.85<\/td>\n420<\/td>\nBag<\/td>\n7.325<\/td>\n3076.29<\/td>\n9.918<\/td>\n4165.56<\/td>\n8.949<\/td>\n3758.58<\/td>\n<\/tr>\n
                      Sand<\/td>\n0.475<\/td>\n2240<\/td>\nCum<\/td>\n1.221<\/td>\n2734.48<\/td>\n1.653<\/td>\n3702.72<\/td>\n1.4915<\/td>\n3340.96<\/td>\n<\/tr>\n
                      Aggregate<\/td>\n0.95<\/td>\n1920<\/td>\nCum<\/td>\n2.442<\/td>\n4687.68<\/td>\n3.306<\/td>\n6347.52<\/td>\n2.983<\/td>\n5727.36<\/td>\n<\/tr>\n
                      <\/td>\nTotal<\/th>\n<\/td>\n10498.45<\/td>\n<\/td>\n14215.80<\/td>\n<\/td>\n12826.90<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                      WALL :<\/h5>\n

                      The thickness of wall of single storey building can be constructed with 18 cm including plastering.\nHere different types of materials are evaluated. From these choose most appropriate type material.<\/p>\n

                      Cement concrete solid block <\/b><\/p>\n\n

                      \n
                        \n \t
                      • Made up of fly ash based plain cement concrete.<\/li>\n \t
                      • Locally available in size of 30x20x15 cm & 30x20x10 cm @ Rs 29\/ no & @ Rs 22\/ no respectively.<\/li>\n \t
                      • Fly ash cement is used.<\/li>\n \t
                      • Green material<\/li>\n<\/ul>\n<\/div>\n

                        Porotherm block <\/b><\/p>\n\n

                        \n
                          \n \t
                        • Is a product from Wienerberger, which is available as load bearing and non-load bearing.<\/li>\n \t
                        • Made up of clay (70-80%), silica, rice husk, granite slurry.<\/li>\n \t
                        • Interlocking block.<\/li>\n \t
                        • Available in size of 40x20x15 cm & 40x20x10 cm @ Rs 73\/ no & @ Rs 55\/ no respectively.<\/li>\n \t
                        • Plastering not necessary.<\/li>\n \t
                        • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                          ACC block <\/b><\/p>\n\n

                          \n
                            \n \t
                          • Made up of fly ash and cement concrete.<\/li>\n \t
                          • Autoclaved Aerated Concrete Interlocking block.<\/li>\n \t
                          • Available in size of 60x20x15 cm & 60x20x10 cm @ Rs 88\/ no & @ Rs 60\/ no respectively.<\/li>\n \t
                          • Waste material is utilized for construction.<\/li>\n \t
                          • Plastering not necessary.<\/li>\n \t
                          • Green material<\/li>\n \t
                          • Cost effective<\/li>\n<\/ul>\n<\/div>\n
                            \n
                            \n

                            WIRE CUT BRICK <\/b><\/p>\n\n<\/div>\n

                            <\/div>\n
                            \n
                            \n
                              \n \t
                            • Locally available.<\/li>\n \t
                            • 20 cm thick wall.<\/li>\n \t
                            • Using Rat trap bond 25 % bricks can be saved.<\/li>\n \t
                            • Plastering not necessary.<\/li>\n \t
                            • Green material<\/li>\n \t
                            • Cost effective<\/li>\n<\/ul>\n<\/div>\n<\/div>\n<\/div>\n
                              \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
                              USING SOLID BLOCK<\/th>\n<\/tr>\n
                              WALL – 15 cm Thick<\/td>\nCum<\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n<\/thead>\n
                              Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n0.69<\/td>\n420<\/td>\nBag<\/td>\n7.48<\/td>\n3141.43<\/td>\n8.791<\/td>\n3692.05<\/td>\n9.4116<\/td>\n3952.87<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.145<\/td>\n2240<\/td>\nCum<\/td>\n1.572<\/td>\n3520.83<\/td>\n1.847<\/td>\n4137.95<\/td>\n1.9778<\/td>\n4430.27<\/td>\n<\/tr>\n
                              Block (30x20x15)<\/td>\n97<\/td>\n29<\/td>\nNo.s<\/td>\n1051.48<\/td>\n30492.92<\/td>\n1235.78<\/td>\n35837.62<\/td>\n1323.08<\/td>\n38369.32<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n37155.18<\/td>\n<\/td>\n43667.62<\/td>\n<\/td>\n46752.46<\/td>\n<\/tr>\n
                              WALL – 10 cm Thick<\/td>\nCum<\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                              Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n1.18<\/td>\n410<\/td>\nBag<\/td>\n0.885<\/td>\n362.85<\/td>\n2.159<\/td>\n885.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.164<\/td>\n2240<\/td>\nCum<\/td>\n0.123<\/td>\n275.52<\/td>\n0.3<\/td>\n672.27<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Block (30x20x10)<\/td>\n141<\/td>\n22<\/td>\nNo.s<\/td>\n105.75<\/td>\n2326.5<\/td>\n258.03<\/td>\n5676.66<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n2964.87<\/td>\n<\/td>\n7234.28<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                              USING POROTHERM BLOCK  <\/span>(Load Bearing)<\/strong><\/td>\n<\/tr>\n
                              WALL – 15 cm Thick<\/td>\nCum<\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n0.68<\/td>\n410<\/td>\nBag<\/td>\n7.371<\/td>\n3022.19<\/td>\n8.663<\/td>\n3551.91<\/td>\n9.2752<\/td>\n3802.83<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n1.518<\/td>\n3399.42<\/td>\n1.784<\/td>\n3995.26<\/td>\n1.9096<\/td>\n4277.5<\/td>\n<\/tr>\n
                              Block (40x20x15)<\/td>\n73<\/td>\n73<\/td>\nNo.s<\/td>\n791.32<\/td>\n57766.36<\/td>\n930.02<\/td>\n67891.46<\/td>\n995.72<\/td>\n72687.56<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n64187.98<\/td>\n<\/td>\n75438.64<\/td>\n<\/td>\n80767.9<\/td>\n<\/tr>\n
                              WALL – 10 cm Thick<\/td>\nCum<\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n1.16<\/td>\n410<\/td>\nBag<\/td>\n0.87<\/td>\n356.7<\/td>\n2.123<\/td>\n870.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.16<\/td>\n2240<\/td>\nCum<\/td>\n0.12<\/td>\n268.8<\/td>\n0.293<\/td>\n655.87<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Block (40x20x10)<\/td>\n106<\/td>\n55<\/td>\nNo.s<\/td>\n79.5<\/td>\n4372.5<\/td>\n193.98<\/td>\n10668.9<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n4998<\/td>\n<\/td>\n12195.12<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                              USING POROTHERM BLOCK  <\/span>(Non Load Bearing)<\/strong><\/td>\n<\/tr>\n
                              WALL – 15 cm Thick<\/td>\nCum<\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n0.68<\/td>\n410<\/td>\nBag<\/td>\n7.371<\/td>\n3022.19<\/td>\n8.663<\/td>\n3551.91<\/td>\n9.2752<\/td>\n3802.83<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n1.518<\/td>\n3399.42<\/td>\n1.784<\/td>\n3995.26<\/td>\n1.9096<\/td>\n4277.5<\/td>\n<\/tr>\n
                              Block (40x20x15)<\/td>\n73<\/td>\n63<\/td>\nNo.s<\/td>\n791.32<\/td>\n49853.16<\/td>\n930.02<\/td>\n58591.26<\/td>\n995.72<\/td>\n62730.36<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n56274.78<\/td>\n<\/td>\n66138.44<\/td>\n<\/td>\n70810.7<\/td>\n<\/tr>\n
                              WALL – 10 cm Thick<\/td>\nCum<\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n1.16<\/td>\n410<\/td>\nBag<\/td>\n0.87<\/td>\n356.7<\/td>\n2.123<\/td>\n870.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.16<\/td>\n2240<\/td>\nCum<\/td>\n0.12<\/td>\n268.8<\/td>\n0.293<\/td>\n655.87<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Block (40x20x10)<\/td>\n106<\/td>\n45<\/td>\nNo.s<\/td>\n79.5<\/td>\n3577.5<\/td>\n193.98<\/td>\n8729.1<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n4203<\/td>\n<\/td>\n10255.32<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                              USING AAC BLOCK<\/strong><\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                              WALL – 15 cm Thick<\/td>\nCum<\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n0.65<\/td>\n410<\/td>\nBag<\/td>\n7.046<\/td>\n2888.86<\/td>\n8.281<\/td>\n3395.21<\/td>\n8.866<\/td>\n3635.06<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.13<\/td>\n2240<\/td>\nCum<\/td>\n1.409<\/td>\n3156.61<\/td>\n1.656<\/td>\n3709.89<\/td>\n1.7732<\/td>\n3971.97<\/td>\n<\/tr>\n
                              Block (60x20x15)<\/td>\n49<\/td>\n88<\/td>\nNo.s<\/td>\n531.16<\/td>\n46742.08<\/td>\n624.26<\/td>\n54934.88<\/td>\n668.36<\/td>\n58815.68<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n52787.55<\/td>\n<\/td>\n62039.98<\/td>\n<\/td>\n66422.71<\/td>\n<\/tr>\n
                              WALL – 10 cm Thick<\/td>\nCum<\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n1.04<\/td>\n410<\/td>\nBag<\/td>\n0.78<\/td>\n319.8<\/td>\n1.903<\/td>\n780.31<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n0.105<\/td>\n235.2<\/td>\n0.256<\/td>\n573.89<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Block (60x20x10)<\/td>\n72<\/td>\n60<\/td>\nNo.s<\/td>\n54<\/td>\n3240<\/td>\n131.76<\/td>\n7905.6<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n3795<\/td>\n<\/td>\n9259.8<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                              USING WIRECUT BRICK<\/strong><\/td>\n<\/tr>\n
                              WALL – 15 cm Thick<\/td>\nCum<\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n1.45<\/td>\n410<\/td>\nBag<\/td>\n15.718<\/td>\n6444.38<\/td>\n18.473<\/td>\n7573.93<\/td>\n19.778<\/td>\n8108.98<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.3<\/td>\n2240<\/td>\nCum<\/td>\n3.252<\/td>\n7284.48<\/td>\n3.822<\/td>\n8561.28<\/td>\n4.092<\/td>\n9166.08<\/td>\n<\/tr>\n
                              Block (21x20x7)<\/td>\n500<\/td>\n7.8<\/td>\nNo.s<\/td>\n5420<\/td>\n42276<\/td>\n6370<\/td>\n49686<\/td>\n6820<\/td>\n53196<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n56004.86<\/td>\n<\/td>\n65821.21<\/td>\n<\/td>\n70471.06<\/td>\n<\/tr>\n
                              WALL – 10 cm Thick<\/td>\nCum<\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                              Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                              Cement<\/td>\n2.03<\/td>\n410<\/td>\nBag<\/td>\n1.523<\/td>\n624.23<\/td>\n3.715<\/td>\n1523.11<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Sand<\/td>\n0.28<\/td>\n2240<\/td>\nCum<\/td>\n0.21<\/td>\n470.4<\/td>\n0.512<\/td>\n1147.78<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              Block (21x20x7)<\/td>\n500<\/td>\n7.8<\/td>\nNo.s<\/td>\n375<\/td>\n2925<\/td>\n915<\/td>\n7137<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n4019.63<\/td>\n<\/td>\n9807.89<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                              Lintel :<\/h5>\n
                              \n
                                \n \t
                              • Fly ash cement is used.<\/li>\n \t
                              • Green material<\/li>\n \t
                              • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                                Specification : <\/b><\/p>\n

                                Providing and laying in position machine batched and machine mixed design mix\nM-25 grade (1:2:4) using 20mm broken stone cement concrete for reinforced cement concrete work, using cement content\nas per approved design mix, including pumping of concrete to site of laying, cost of centering, shuttering, finishing and\nbut excluding the reinforcement, as per direction of Engineer-in-charge.<\/p>\n\n

                                \n\n\n\n\n\n\n\n\n\n\n
                                RCC 1:2:4<\/strong><\/td>\nCum<\/strong><\/td>\n14.73<\/td>\n17.81<\/td>\n16.98<\/td>\n<\/tr>\n<\/thead>\n
                                Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\nQty<\/td>\nAmount<\/td>\n<\/tr>\n
                                Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n97.218<\/td>\n40831.56<\/td>\n117.546<\/td>\n49369.32<\/td>\n112.068<\/td>\n47068.56<\/td>\n<\/tr>\n
                                Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n6.481<\/td>\n14517.89<\/td>\n7.836<\/td>\n17553.54<\/td>\n7.4712<\/td>\n16735.49<\/td>\n<\/tr>\n
                                Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n12.962<\/td>\n24887.81<\/td>\n15.673<\/td>\n30091.78<\/td>\n14.9424<\/td>\n28689.41<\/td>\n<\/tr>\n
                                Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n134.97<\/td>\n6613.53<\/td>\n165.51<\/td>\n8109.99<\/td>\n160.93<\/td>\n7885.57<\/td>\n<\/tr>\n
                                <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n86850.79<\/td>\n<\/td>\n105124.62<\/td>\n<\/td>\n100379<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                Sunshade :<\/h5>\n
                                \n
                                  \n \t
                                • Fly ash cement is used.<\/li>\n \t
                                • Green material<\/li>\n \t
                                • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                                  Specification : <\/b><\/p>\n

                                  Providing and laying in position machine batched and machine mixed design mix M-25\ngrade (1:2:4) using 20mm broken stone cement concrete for reinforced cement concrete work, using cement content as\nper approved design mix, including pumping of concrete to site of laying, cost of centering, shuttering, finishing\nand but excluding the reinforcement, as per direction of Engineer-in-charge.<\/p>\n\n

                                  \n\n\n\n\n\n\n\n\n\n\n
                                  R C C 1:2:4<\/strong><\/td>\nCum<\/strong><\/td>\n2.16<\/td>\n2.4<\/td>\n2.44<\/td>\n<\/tr>\n<\/thead>\n
                                  Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                  Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n14.256<\/td>\n5987.52<\/td>\n15.84<\/td>\n6652.8<\/td>\n16.104<\/td>\n6763.68<\/td>\n<\/tr>\n
                                  Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n0.95<\/td>\n2128.9<\/td>\n1.056<\/td>\n2365.44<\/td>\n1.0736<\/td>\n2404.86<\/td>\n<\/tr>\n
                                  Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n1.901<\/td>\n3649.54<\/td>\n2.112<\/td>\n4055.04<\/td>\n2.1472<\/td>\n4122.62<\/td>\n<\/tr>\n
                                  Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n107.8<\/td>\n5282.2<\/td>\n119.75<\/td>\n5867.75<\/td>\n121.68<\/td>\n5962.32<\/td>\n<\/tr>\n
                                  <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n17048.15<\/td>\n<\/td>\n18941.03<\/td>\n<\/td>\n19253.49<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                  Roof :<\/h5>\n
                                  \n
                                    \n \t
                                  • Fly ash cement is used.<\/li>\n \t
                                  • Green material<\/li>\n \t
                                  • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                                    Specification : <\/b><\/p>\n

                                    Providing and laying in position machine batched and machine mixed design mix M-25 grade (\n1:2:4) using 20mm broken stone cement concrete for reinforced cement concrete work, using cement content as per approved design\nmix, including pumping of concrete to site of laying, cost of centering, shuttering, finishing and but excluding the reinforcement,\nas per direction of Engineer-in-charge.<\/p>\n\n

                                    \n\n\n\n\n\n\n\n\n\n\n\n
                                    RCC Roof<\/strong><\/td>\n<\/tr>\n
                                    RCC 1:2:4<\/strong><\/td>\nCum<\/strong><\/td>\n3.9<\/td>\n5.02<\/td>\n4.89<\/td>\n<\/tr>\n<\/thead>\n
                                    Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                    Cement<\/td>\n6.6<\/td>\n420<\/td>\nBag<\/td>\n25.74<\/td>\n10810.80<\/td>\n33.132<\/td>\n13915.44<\/td>\n32.274<\/td>\n13555.08<\/td>\n<\/tr>\n
                                    Sand<\/td>\n0.44<\/td>\n2240<\/td>\nCum<\/td>\n1.716<\/td>\n3843.84<\/td>\n2.209<\/td>\n4947.71<\/td>\n2.1516<\/td>\n4819.58<\/td>\n<\/tr>\n
                                    Aggregate<\/td>\n0.88<\/td>\n1920<\/td>\nCum<\/td>\n3.432<\/td>\n6589.44<\/td>\n4.418<\/td>\n8481.79<\/td>\n4.3032<\/td>\n8262.14<\/td>\n<\/tr>\n
                                    Steel<\/td>\n1<\/td>\n49<\/td>\nKg<\/td>\n318.4<\/td>\n15602.58<\/td>\n409.110<\/td>\n20046.39<\/td>\n397.65<\/td>\n19484.85<\/td>\n<\/tr>\n
                                    <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n36846.66<\/td>\n<\/td>\n47391.33<\/td>\n<\/td>\n46121.66<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n\n

                                    Parapet : <\/b> Here different types of materials are evaluated.\nFrom these choose the most appropriate type material.<\/p>\n\n

                                    \n
                                      \n \t
                                    • Cement Concrete Solid Block (30x20x10 cm)<\/li>\n \t
                                    • Porotherm Block (40x20x10 cm)<\/li>\n \t
                                    • AAC Block (60x20x10 cm)<\/li>\n \t
                                    • Wire Cut Brick (21x10x7 cm)<\/li>\n<\/ul>\n<\/div>\n
                                      \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
                                      WALL – 15 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n<\/thead>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n0.69<\/td>\n420<\/td>\nBag<\/td>\n7.48<\/td>\n3141.43<\/td>\n8.791<\/td>\n3692.05<\/td>\n9.4116<\/td>\n3952.87<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.145<\/td>\n2240<\/td>\nCum<\/td>\n1.572<\/td>\n3520.83<\/td>\n1.847<\/td>\n4137.95<\/td>\n1.9778<\/td>\n4430.27<\/td>\n<\/tr>\n
                                      Block (30x20x15)<\/td>\n97<\/td>\n29<\/td>\nNo.s<\/td>\n1051.48<\/td>\n30492.92<\/td>\n1235.78<\/td>\n35837.62<\/td>\n1323.08<\/td>\n38369.32<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n37155.18<\/td>\n<\/td>\n43667.62<\/td>\n<\/td>\n46752.46<\/td>\n<\/tr>\n
                                      WALL – 10 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n1.18<\/td>\n410<\/td>\nBag<\/td>\n0.885<\/td>\n362.85<\/td>\n2.159<\/td>\n885.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.164<\/td>\n2240<\/td>\nCum<\/td>\n0.123<\/td>\n275.52<\/td>\n0.3<\/td>\n672.27<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Block (30x20x10)<\/td>\n141<\/td>\n22<\/td>\nNo.s<\/td>\n105.75<\/td>\n2326.5<\/td>\n258.03<\/td>\n5676.66<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n2964.87<\/td>\n<\/td>\n7234.28<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                                      USING POROTHERM BLOCK  <\/span>(Load Bearing)<\/strong><\/td>\n<\/tr>\n
                                      WALL – 15 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n0.68<\/td>\n410<\/td>\nBag<\/td>\n7.371<\/td>\n3022.19<\/td>\n8.663<\/td>\n3551.91<\/td>\n9.2752<\/td>\n3802.83<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n1.518<\/td>\n3399.42<\/td>\n1.784<\/td>\n3995.26<\/td>\n1.9096<\/td>\n4277.5<\/td>\n<\/tr>\n
                                      Block (40x20x15)<\/td>\n73<\/td>\n73<\/td>\nNo.s<\/td>\n791.32<\/td>\n57766.36<\/td>\n930.02<\/td>\n67891.46<\/td>\n995.72<\/td>\n72687.56<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n64187.98<\/td>\n<\/td>\n75438.64<\/td>\n<\/td>\n80767.9<\/td>\n<\/tr>\n
                                      WALL – 10 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n1.16<\/td>\n410<\/td>\nBag<\/td>\n0.87<\/td>\n356.7<\/td>\n2.123<\/td>\n870.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.16<\/td>\n2240<\/td>\nCum<\/td>\n0.12<\/td>\n268.8<\/td>\n0.293<\/td>\n655.87<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Block (40x20x10)<\/td>\n106<\/td>\n55<\/td>\nNo.s<\/td>\n79.5<\/td>\n4372.5<\/td>\n193.98<\/td>\n10668.9<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n4998<\/td>\n<\/td>\n12195.12<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                                      USING POROTHERM BLOCK  <\/span>(Non Load Bearing)<\/strong><\/td>\n<\/tr>\n
                                      WALL – 15 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n0.68<\/td>\n410<\/td>\nBag<\/td>\n7.371<\/td>\n3022.19<\/td>\n8.663<\/td>\n3551.91<\/td>\n9.2752<\/td>\n3802.83<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n1.518<\/td>\n3399.42<\/td>\n1.784<\/td>\n3995.26<\/td>\n1.9096<\/td>\n4277.5<\/td>\n<\/tr>\n
                                      Block (40x20x15)<\/td>\n73<\/td>\n63<\/td>\nNo.s<\/td>\n791.32<\/td>\n49853.16<\/td>\n930.02<\/td>\n58591.26<\/td>\n995.72<\/td>\n62730.36<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n56274.78<\/td>\n<\/td>\n66138.44<\/td>\n<\/td>\n70810.7<\/td>\n<\/tr>\n
                                      <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                      WALL – 10 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n1.16<\/td>\n410<\/td>\nBag<\/td>\n0.87<\/td>\n356.7<\/td>\n2.123<\/td>\n870.35<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.16<\/td>\n2240<\/td>\nCum<\/td>\n0.12<\/td>\n268.8<\/td>\n0.293<\/td>\n655.87<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Block (40x20x10)<\/td>\n106<\/td>\n45<\/td>\nNo.s<\/td>\n79.5<\/td>\n3577.5<\/td>\n193.98<\/td>\n8729.1<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/td>\n<\/td>\n4203<\/td>\n<\/td>\n10255.32<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                                      USING AAC BLOCK<\/strong><\/td>\n<\/tr>\n
                                      WALL – 15 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n10.84<\/td>\n12.74<\/td>\n13.64<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n0.65<\/td>\n410<\/td>\nBag<\/td>\n7.046<\/td>\n2888.86<\/td>\n8.281<\/td>\n3395.21<\/td>\n8.866<\/td>\n3635.06<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.13<\/td>\n2240<\/td>\nCum<\/td>\n1.409<\/td>\n3156.61<\/td>\n1.656<\/td>\n3709.89<\/td>\n1.7732<\/td>\n3971.97<\/td>\n<\/tr>\n
                                      Block (60x20x15)<\/td>\n49<\/td>\n88<\/td>\nNo.s<\/td>\n531.16<\/td>\n46742.08<\/td>\n624.26<\/td>\n54934.88<\/td>\n668.36<\/td>\n58815.68<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n52787.55<\/td>\n<\/td>\n62039.98<\/td>\n<\/td>\n66422.71<\/td>\n<\/tr>\n
                                      WALL – 10 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n0.75<\/td>\n1.83<\/td>\n0<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n1.04<\/td>\n410<\/td>\nBag<\/td>\n0.78<\/td>\n319.8<\/td>\n1.903<\/td>\n780.31<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.14<\/td>\n2240<\/td>\nCum<\/td>\n0.105<\/td>\n235.2<\/td>\n0.256<\/td>\n573.89<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Block (60x20x10)<\/td>\n72<\/td>\n60<\/td>\nNo.s<\/td>\n54<\/td>\n3240<\/td>\n131.76<\/td>\n7905.6<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n3795<\/td>\n<\/td>\n9259.8<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n
                                      USING WIRECUT BRICK<\/strong><\/td>\n<\/tr>\n
                                      WALL – 20 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n15.58<\/td>\n18.23<\/td>\n20.92<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n5.08<\/td>\n410<\/td>\nBag<\/td>\n79.146<\/td>\n32450.02<\/td>\n92.608<\/td>\n37969.44<\/td>\n106.273<\/td>\n43572.18<\/td>\n<\/tr>\n
                                      Sand<\/td>\n1.06<\/td>\n2240<\/td>\nCum<\/td>\n16.515<\/td>\n36993.15<\/td>\n19.324<\/td>\n43285.31<\/td>\n22.1752<\/td>\n49672.45<\/td>\n<\/tr>\n
                                      Block (21x20x7)<\/td>\n500<\/td>\n7.8<\/td>\nNo.s<\/td>\n7790<\/td>\n60762<\/td>\n9115<\/td>\n71097<\/td>\n10460<\/td>\n81588<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n130205.17<\/td>\n<\/td>\n152351.75<\/td>\n<\/td>\n174832.63<\/td>\n<\/tr>\n
                                      WALL – 10 cm Thick<\/strong><\/td>\nCum<\/strong><\/td>\n0.702<\/td>\n1.775<\/td>\n0<\/td>\n<\/tr>\n
                                      Materials<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                      Cement<\/td>\n6.85<\/td>\n410<\/td>\nBag<\/td>\n4.809<\/td>\n1971.57<\/td>\n12.159<\/td>\n4985.09<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Sand<\/td>\n0.95<\/td>\n2240<\/td>\nCum<\/td>\n0.667<\/td>\n1493.86<\/td>\n1.686<\/td>\n3777.2<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      Block (21x20x7)<\/td>\n500<\/td>\n7.8<\/td>\nNo.s<\/td>\n351<\/td>\n2737.8<\/td>\n887.5<\/td>\n6922.5<\/td>\n0<\/td>\n0<\/td>\n<\/tr>\n
                                      <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n6203.22<\/td>\n<\/td>\n15684.79<\/td>\n<\/td>\n0<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                      Plastering :<\/h5>\n
                                      \n
                                        \n \t
                                      • Plastering for ceiling and wall calculated.<\/li>\n \t
                                      • Plastering for wall can be avoided in case of Porotherm block, AAC block and wire cut bricks.<\/li>\n \t
                                      • Fly ash based cement is used.<\/li>\n \t
                                      • Green material<\/li>\n \t
                                      • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                                        Specification : <\/b><\/p>\n

                                        Wall Plastering : <\/b><\/p>\n

                                        Plastering with cm 1:5 ,12mm thick, one coat for inside & outside wall,\none coat floated hard, trowelled smooth after cleaning the surface including cost of all materials, labour, scaffolding charges\netc. completely as directed by Engineer \u2013 in- charge.<\/p>\n

                                        Ceiling Plastering : <\/b><\/p>\n

                                        Plastering with cm 1:4 ,12mm thick, one coat for ceiling, one coat\nfloated hard, trowelled smooth after cleaning the surface including cost of all materials, labour, scaffolding charges etc. complete.<\/p>\n\n

                                        \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
                                        PLASTERING<\/strong><\/td>\n<\/tr>\n
                                        WALL PLASTERING<\/strong><\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n<\/thead>\n
                                        CM 1:6; 12 cm Thick<\/strong><\/td>\nSqm<\/strong><\/td>\n270.14<\/td>\n330.31<\/td>\n327.84<\/td>\n<\/tr>\n
                                        Material<\/td>\nQty<\/td>\nRate<\/td>\nUnit<\/td>\nQty<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                        Cement<\/td>\n0.09<\/td>\n420<\/td>\nBag<\/td>\n24.313<\/td>\n10211.29<\/td>\n29.728<\/td>\n12485.72<\/td>\n29.5056<\/td>\n12392.3<\/td>\n<\/tr>\n
                                        Sand<\/td>\n0.01<\/td>\n2320<\/td>\nCum<\/td>\n4.863<\/td>\n11281.05<\/td>\n5.946<\/td>\n13793.75<\/td>\n5.90112<\/td>\n13690.6<\/td>\n<\/tr>\n
                                        <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n21492.34<\/td>\n<\/td>\n26279.46<\/td>\n<\/td>\n26082.9<\/td>\n<\/tr>\n
                                        CEILING PLASTERING<\/strong><\/td>\n<\/tr>\n
                                        CM 1:4; 12 cm Thick<\/strong><\/td>\nSqm<\/strong><\/td>\n30.29<\/td>\n39.65<\/td>\n38.43<\/td>\n<\/tr>\n
                                        Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                        Cement<\/td>\n0.12<\/td>\n420<\/td>\nBag<\/td>\n3.635<\/td>\n1526.62<\/td>\n4.758<\/td>\n1998.36<\/td>\n4.6116<\/td>\n1936.87<\/td>\n<\/tr>\n
                                        Sand<\/td>\n0.01<\/td>\n2320<\/td>\nCum<\/td>\n0.485<\/td>\n1124.36<\/td>\n0.634<\/td>\n1471.81<\/td>\n0.61488<\/td>\n1426.52<\/td>\n<\/tr>\n
                                        <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n2650.98<\/td>\n<\/td>\n3470.17<\/td>\n<\/td>\n3363.39<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                        White washing :<\/h5>\n
                                        \n
                                          \n \t
                                        • White washing for ceiling and wall calculated.<\/li>\n \t
                                        • White washing can be avoided in case of Porotherm block, AAC block and wire cut bricks.<\/li>\n<\/ul>\n<\/div>\n

                                          Specification : <\/b><\/p>\n

                                          Applying white wash by mixing glue & indigo as per\nrequirement one or more coats to surfaces such as walls, columns, ceiling etc., after scrapping and sand papering\nand preparing the surface smooth complete including cost and conveyance of all materials, labour, scaffolding etc.\ncomplete as directed by Engineer-in-charge.<\/p>\n\n

                                          \n\n\n\n\n\n\n\n\n
                                          White washing<\/strong><\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n<\/thead>\n
                                          <\/td>\nSqm<\/strong><\/td>\n300.43<\/td>\n369.95<\/td>\n212.2<\/td>\n<\/tr>\n
                                          Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                          White Lime<\/td>\n0.18<\/td>\n19<\/td>\nBag<\/td>\n54.077<\/td>\n1027.47<\/td>\n66.591<\/td>\n1265.23<\/td>\n38.196<\/td>\n725.72<\/td>\n<\/tr>\n
                                          <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n1027.47<\/td>\n<\/td>\n1265.23<\/td>\n<\/td>\n725.72<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                          Flooring :<\/h5>\n
                                          \n
                                            \n \t
                                          • For flooring ceramic tile is used.<\/li>\n \t
                                          • Ceramic tile is sustainable.<\/li>\n \t
                                          • Red\/Black oxide is not recommended<\/li>\n<\/ul>\n<\/div>\n

                                            Specification : <\/b><\/p>\n

                                            Floor Finish with Glazed Ceramic tiles<\/b> as per finish\nschedule including cm 1:4, 12mm thick for base coat and filling the joints with suitable filler etc. complete.\nEpoxy Filler not included.<\/p>\n\n

                                            \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
                                            CERAMIC<\/strong><\/td>\nSqm<\/strong><\/td>\n46.97<\/td>\n60.47<\/td>\n54.45<\/td>\n<\/tr>\n
                                            Materials<\/td>\nQuantity<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                            Vitrified ceramic<\/td>\n1<\/td>\n430.5<\/td>\nSqm<\/td>\n22.96<\/td>\n9885.66<\/td>\n31.39<\/td>\n13515.2<\/td>\n22.55<\/td>\n9709.13<\/td>\n<\/tr>\n
                                            Non slip Vitrified – Kitchen<\/td>\n1<\/td>\n430.5<\/td>\nSqm<\/td>\n5.4<\/td>\n2325.02<\/td>\n6.01<\/td>\n2587.67<\/td>\n4.8<\/td>\n2066.69<\/td>\n<\/tr>\n
                                            Non slip Vitrified – Toilet<\/td>\n1<\/td>\n430.5<\/td>\nSqm<\/td>\n2.02<\/td>\n869.73<\/td>\n2.51<\/td>\n1080.71<\/td>\n3.8<\/td>\n1636.13<\/td>\n<\/tr>\n
                                            Vitrified ceramic – Skirting<\/td>\n1<\/td>\n430.5<\/td>\nSqm<\/td>\n3.61<\/td>\n1554.32<\/td>\n4.55<\/td>\n1959.05<\/td>\n4.22<\/td>\n1816.96<\/td>\n<\/tr>\n
                                            Dadoing – Kitchen<\/td>\n1<\/td>\n269.1<\/td>\nSqm<\/td>\n1.08<\/td>\n290.63<\/td>\n1.91<\/td>\n513.98<\/td>\n1.55<\/td>\n417.11<\/td>\n<\/tr>\n
                                            Dadoing – Toilet<\/td>\n1<\/td>\n269.1<\/td>\nSqm<\/td>\n10.82<\/td>\n2911.66<\/td>\n12.22<\/td>\n3288.4<\/td>\n15.98<\/td>\n4300.22<\/td>\n<\/tr>\n
                                            Kitchen slab<\/td>\n1<\/td>\n1614.6<\/td>\nSqm<\/td>\n1.08<\/td>\n1743.77<\/td>\n1.91<\/td>\n3083.89<\/td>\n1.55<\/td>\n2502.63<\/td>\n<\/tr>\n
                                            Cement<\/td>\n0.36<\/td>\n420<\/td>\nBag<\/td>\n16.9<\/td>\n7101.86<\/td>\n21.769<\/td>\n9143.06<\/td>\n19.602<\/td>\n8232.84<\/td>\n<\/tr>\n
                                            Sand<\/td>\n0.05<\/td>\n2240<\/td>\nCum<\/td>\n2.349<\/td>\n5260.64<\/td>\n3.024<\/td>\n6772.64<\/td>\n2.7225<\/td>\n6098.4<\/td>\n<\/tr>\n
                                            Epoxy filler<\/td>\n0.05<\/td>\n2240<\/td>\nCum<\/td>\n2.349<\/td>\n5260.64<\/td>\n3.024<\/td>\n6772.64<\/td>\n2.7225<\/td>\n6098.4<\/td>\n<\/tr>\n
                                            <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n17017.9<\/td>\n<\/td>\n22287.9<\/td>\n<\/td>\n21134<\/td>\n<\/tr>\n<\/thead>\n<\/table>\n<\/div>\n
                                            Terrace mortar :<\/h5>\n
                                            \n
                                              \n \t
                                            • Fly ash based cement is used.<\/li>\n \t
                                            • Green material<\/li>\n \t
                                            • Cost effective<\/li>\n<\/ul>\n<\/div>\n

                                              Specification : <\/b><\/p>\n

                                              Cement Mortar for terrace areas with cm 1:4, 12mm thick<\/p>\n\n

                                              \n\n\n\n\n\n\n\n\n\n
                                              TERRACE MORTAR<\/strong><\/td>\n<\/tr>\n<\/thead>\n
                                              CM 1:4; 12 cm Thick<\/strong><\/td>\nSqm<\/strong><\/td>\n36.49<\/td>\n47.43<\/td>\n46.04<\/td>\n<\/tr>\n
                                              Materials<\/td>\nQTY<\/td>\nRate<\/td>\nUnit<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\nQuantity<\/td>\nAmount<\/td>\n<\/tr>\n
                                              Cement<\/td>\n0.36<\/td>\n420<\/td>\nBag<\/td>\n13.136<\/td>\n5517.29<\/td>\n17.075<\/td>\n7171.42<\/td>\n16.5744<\/td>\n6961.25<\/td>\n<\/tr>\n
                                              Sand<\/td>\n0.05<\/td>\n2320<\/td>\nCum<\/td>\n1.825<\/td>\n4232.84<\/td>\n2.372<\/td>\n5501.88<\/td>\n2.302<\/td>\n5340.64<\/td>\n<\/tr>\n
                                              <\/td>\nTOTAL<\/strong><\/td>\n<\/td>\n9750.13<\/td>\n<\/td>\n12673.3<\/td>\n<\/td>\n12301.89<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                              Joinery :<\/h5>\n
                                              \n\n\n\n\n\n\n\n\n\n\n\n
                                              WINDOW<\/strong><\/td>\n<\/tr>\n<\/thead>\n
                                              No.<\/td>\nMaterials<\/td>\nQTY<\/td>\nRate<\/td>\nUnit<\/td>\nQTY<\/td>\nAmount<\/td>\nQTY<\/td>\nAmount<\/td>\nQTY<\/td>\nAmount<\/td>\n<\/tr>\n
                                              1<\/td>\nConcrete window frames & Aluminium shutter – 1.35m height<\/td>\n1<\/td>\n1850<\/td>\nShutter<\/td>\n13<\/td>\n24050<\/td>\n15<\/td>\n27750<\/td>\n14<\/td>\n25900<\/td>\n<\/tr>\n
                                              <\/td>\nConcrete window frames & Aluminium shutter – 1.00m height<\/td>\n1<\/td>\n1550<\/td>\nShutter<\/td>\n2<\/td>\n3100<\/td>\n3<\/td>\n4650<\/td>\n3<\/td>\n4650<\/td>\n<\/tr>\n
                                              <\/td>\nConcrete ventilator frames & Aluminium shutter<\/td>\n1<\/td>\n1100<\/td>\nNo.s<\/td>\n1<\/td>\n1100<\/td>\n1<\/td>\n1100<\/td>\n1<\/td>\n1100<\/td>\n<\/tr>\n
                                              DOORS<\/td>\n<\/tr>\n
                                              <\/td>\nConcrete door frames & wooden shutter<\/td>\n1.18<\/td>\n4300<\/td>\nNo.s<\/td>\n2<\/td>\n8600<\/td>\n2<\/td>\n8600<\/td>\n2<\/td>\n8600<\/td>\n<\/tr>\n
                                              <\/td>\nPVC door<\/td>\n0.16<\/td>\n2000<\/td>\nNo.s<\/td>\n3<\/td>\n6000<\/td>\n4<\/td>\n8000<\/td>\n4<\/td>\n8000<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                              Cost comparison of items :<\/h5>\n
                                              \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
                                              COST COMPARISON OF ITEMS<\/strong><\/td>\n<\/tr>\n
                                              SL.NO<\/strong><\/td>\nITEM<\/strong><\/td>\nPLAN  <\/span>1<\/strong><\/td>\nPLAN 2<\/strong><\/td>\nPLAN 3<\/strong><\/td>\nREMARK<\/strong><\/td>\n<\/tr>\n<\/thead>\n
                                              <\/td>\n<\/td>\n393 Sqft<\/td>\n510 Sqft<\/td>\n496 Sqft<\/td>\n<\/td>\n<\/tr>\n
                                              1<\/td>\nEARTHWORK EXCAVATION<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n7848<\/strong><\/td>\n9120<\/strong><\/td>\n10236<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              2<\/td>\nANTITERMITE TREATMENT<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n2000<\/strong><\/td>\n2000<\/strong><\/td>\n2000<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              3<\/td>\nP C C 1:5:10<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n7638.95<\/strong><\/td>\n8864.45<\/strong><\/td>\n9967.4<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              4<\/td>\nFOUNDATION & BASEMENT & RCC PLINTH BEAM<\/td>\nRUBBLE MASONRY IS COST EFFECTIVE<\/td>\n<\/tr>\n
                                              <\/td>\nRubble masonry<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n61440.36<\/td>\n71345.1<\/td>\n80243.89<\/td>\n<\/tr>\n
                                              <\/td>\nRCC Plinth beam<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n19482.79<\/td>\n24072.88<\/td>\n22825.34<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n80923.15<\/strong><\/td>\n95417.98<\/strong><\/td>\n103069.23<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\nStrip foundation<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n97611.02<\/td>\n113166.55<\/td>\n128342.81<\/td>\n<\/tr>\n
                                              <\/td>\nRCC Plinth beam<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n1782.05<\/td>\n2602.48<\/td>\n0<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n99393.07<\/strong><\/td>\n115769.03<\/strong><\/td>\n128342.81<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              5<\/td>\nEARTH FILLING<\/td>\nCLAY IS COST EFFECTIVE&GREEN<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n6349.64<\/strong><\/td>\n8609.8<\/strong><\/td>\n7748.11<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              6<\/td>\nPCC FLOORING<\/td>\nMORE SUSTAINABLE<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n10498.45<\/strong><\/td>\n14215.8<\/strong><\/td>\n12826.9<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              7<\/td>\nWALL&PARAPET&PLASTERING&WHITE WASHING&JOINERY<\/td>\nSOLID BLOCK MASONRY IS MORE SUSTAINABLE AT LOW COST WITH PLASTERING.<\/td>\n<\/tr>\n
                                              <\/td>\nSolid block masonry-15cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n37155.18<\/td>\n43667.62<\/td>\n46752.46<\/td>\n<\/tr>\n
                                              <\/td>\nSolid block masonry-10cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n2964.87<\/td>\n7234.28<\/td>\n0<\/td>\n<\/tr>\n
                                              <\/td>\nJOINERY<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n42850<\/td>\n50100<\/td>\n48250<\/td>\n<\/tr>\n
                                              <\/td>\nParapet<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n6938.68<\/td>\n7890.27<\/td>\n8009.22<\/td>\n<\/tr>\n
                                              <\/td>\nPlastering<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n24143.32<\/td>\n29686.63<\/td>\n29446.34<\/td>\n<\/tr>\n
                                              <\/td>\nWhite washing<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n1027.47<\/td>\n1265.23<\/td>\n725.72<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n115079.52<\/strong><\/td>\n139844.03<\/strong><\/td>\n133183.74<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nPorotherm block load bearing masonry-15cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n64187.98<\/td>\n75438.64<\/td>\n80767.9<\/td>\n<\/tr>\n
                                              <\/td>\nPorotherm block non-load bearing masonry-10cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n4203<\/td>\n10255.32<\/td>\n0<\/td>\n<\/tr>\n
                                              <\/td>\nJOINERY<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n42850<\/td>\n50100<\/td>\n48250<\/td>\n<\/tr>\n
                                              <\/td>\nParapet<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n9807<\/td>\n11151.96<\/td>\n11320.08<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n121047.98<\/strong><\/td>\n146945.92<\/strong><\/td>\n140337.98<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nAAC block masonry-15cm<\/td>\n<\/td>\n<\/td>\n<\/td>\nAAC MASONRY IS COST EFFECTIVE WITHOUT PLASTERING. GREEN MATERIAL<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n52787.55<\/td>\n62039.98<\/td>\n66422.71<\/td>\n<\/tr>\n
                                              <\/td>\nAAC block masonry-10cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n3795<\/td>\n9259.8<\/td>\n0<\/td>\n<\/tr>\n
                                              <\/td>\nJOINERY<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n42850<\/td>\n50100<\/td>\n48250<\/td>\n<\/tr>\n
                                              <\/td>\nParapet<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n8855<\/td>\n10069.4<\/td>\n10221.2<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n108287.55<\/strong><\/td>\n131469.18<\/strong><\/td>\n124893.91<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nWire cut brick masonry-20cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n130205.18<\/td>\n152351.76<\/td>\n174832.62<\/td>\n<\/tr>\n
                                              <\/td>\nWirecut brick  <\/span>masonry-10cm<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n6203.22<\/td>\n15684.79<\/td>\n0<\/td>\n<\/tr>\n
                                              <\/td>\nJOINERY<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n25100<\/td>\n32350<\/td>\n30500<\/td>\n<\/tr>\n
                                              <\/td>\nParapet<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n15463.88<\/td>\n17584.64<\/td>\n17849.73<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n176972.28<\/strong><\/td>\n217971.19<\/strong><\/td>\n223182.35<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              8<\/td>\nRCC WORK<\/td>\n<\/td>\n<\/td>\n<\/td>\nMORE SUSTAINABLE<\/td>\n<\/tr>\n
                                              <\/td>\nLintel<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n86850.79<\/td>\n105124.62<\/td>\n100379.03<\/td>\n<\/tr>\n
                                              <\/td>\nSunshade<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n17048.15<\/td>\n18941.03<\/td>\n19253.49<\/td>\n<\/tr>\n
                                              <\/td>\nRoof<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n36846.66<\/td>\n47391.33<\/td>\n46121.66<\/td>\n<\/tr>\n
                                              <\/td>\nTotal Cost<\/td>\n140745.6<\/strong><\/td>\n171456.98<\/strong><\/td>\n165754.18<\/strong><\/td>\n<\/tr>\n
                                              9<\/td>\nFLOORING<\/td>\nMORE SUSTAINABLE<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n31943.3<\/strong><\/td>\n41944.67<\/strong><\/td>\n36780.1<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              10<\/td>\nTERRACE MORTAR<\/td>\nMORE SUSTAINABLE<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n9750.13<\/strong><\/td>\n12673.3<\/strong><\/td>\n12301.89<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              11<\/td>\nLABOUR COST<\/td>\nMORE SUSTAINABLE<\/td>\n<\/tr>\n
                                              <\/td>\nCost<\/td>\n176850<\/strong><\/td>\n229500<\/strong><\/td>\n223200<\/strong><\/td>\n<\/tr>\n
                                              <\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              <\/td>\nTOTAL COST<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              Total cost<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
                                              MORE ECONOMICAL<\/td>\n582834.77<\/td>\n725272.16<\/td>\n708777.72<\/td>\n<\/tr>\n
                                              SQFT RATE<\/td>\n1483.04<\/td>\n1422.102<\/td>\n1428.987<\/td>\n<\/tr>\n
                                              MORE SUSTAINABLE<\/td>\n589626.74<\/td>\n733647.01<\/td>\n717067.55<\/td>\n<\/tr>\n
                                              SQFT RATE<\/td>\n1500.322<\/td>\n1438.524<\/td>\n1445.701<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>","protected":false},"excerpt":{"rendered":"Cost saving tips for conventional construction method Decide on your budget – You can categorize a property either as an economy house, average house, and the premium house. Low budget construction will correspond with the economy housing category. It features basic design and include the minimal features and architectural design. Choose the perfect plot – […]","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-861","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/pages\/861","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/comments?post=861"}],"version-history":[{"count":108,"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/pages\/861\/revisions"}],"predecessor-version":[{"id":3956,"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/pages\/861\/revisions\/3956"}],"wp:attachment":[{"href":"https:\/\/cdp.habitatindia.net\/ml\/wp-json\/wp\/v2\/media?parent=861"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}