Search/Sub head 5/5.47.3

Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with hold fast embedded in 1:3:6 concrete block , having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal.

5.47.3Door frame 85 mmx60 mm

Matches DSR 2023Vol 1, pages 312 to 313

Rate per metre

727.30

DSR 2023

How this rate is built6 items, 4 additional charges

MaterialStone Aggregate (Single size) : 20 mm nominal size, Stone Aggregate (Single size) : 10 mm nominal size, Portland Cement (OPC-43 Grade), Bright finished or black enameled ISI marked IS:1341 mild steel 10, Coarse sand (zone III), Fine sand (zone IV), Twisted steel/ deformed TMT bars Fe-500D, Carriage of Stone aggregate below 40 mm nominal size, Carriage of Coarse sand, Carriage of Cement, Carriage of Fine sand (1 part of badarpur sand: 2 parts jamuna sand), Plasticizer / super plasticizer, Wall form panel 1250x450 mm, Corner angle 45x45x5 mm 2.50 m long, Column clamp 450x1070 mm, Prop 2 m ( 2-3.5 m)

LabourBhisti, Beldar, Coolie, Fitter (grade 1), Mason 1st class, Mason 2nd class, Mate, Mistry, Mason (average)

MachineryProduction cost of concrete by batch mix plant, Pumping charges of concrete including Hire charges of pump, piping, Vibrator (Needle type 40 mm)

Built from3 other items in this book

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Water 1%GSTCPOH 15%Cess 1%

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5.47.2

Door frame 100 mmx 60 mm · Providing and fixing in position factory made precast RCC M-40 door and window frame fixing with hold fast embedded in 1:3:6 concrete block , having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for recieving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal.

5.47.3This item

5.48.1Reinforced Cement Concrete -M-50 · Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete, including testing of materials etc. for casting pier & pier cap in one/two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

5.48.2Reinforced Cement Concrete -M-60 · Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete, including testing of materials etc. for casting pier & pier cap in one/two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

5.48.3Extra for using M-50/ M-60 Grade Self-compacting Cement Concrete · Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames, pier caps and bearing pedestals and seismic arresters over pier/ abutment caps at all locations with specified grade using Ordinary Portland Cement (conforming to strength requirement of IS:8112) including the cost of steel centering and shuttering etc. complete, including testing of materials etc. for casting pier & pier cap in one/two stage, necessary tools, plants, machinery and all related operations as required to complete the work as per drawings and Specifications with all leads, lifts and depths true to level and position but excluding the cost of providing reinforcement. Reinforcement shall be measured and paid separately. Note:- Cement content considered in this item is 480 Kg./ Cum. Excess/ less cement used as per design mix is payable/ recoverable separately.