Construction of Fabricated shed for TT Plant (Second)

Amount

Earth cutting 50% hard rock for levelling of plot for TT Plant with JCB machine engauge for 10 hrs @1000/hr

Excavation in foundation in ( Hard rock) for pillers in earth work with pick jumper work,lift upto 1.5mt,stacking with in 3mts.clear from the edge of excavation and disposing of all surplus mat.with in lead of 20 mts 20% pick+20%jumper+60%Hard Rock . No L B H T. Qty Pillers 18 0.80 0.80 1.00 11.52 Side Wall (North side) 1 9.05 0.60 0.70 3.80 Side Wall ( South long side) 1 9.05 0.90 0.90 7.33 Long side 2 28.15 0.60 0.70 23.65 Back retaining wall ( West side) 1 30.00 0.60 0.70 12.60 Total 58.90 Deduction for Pillers 18 0.80 0 .80 0.70 8.06 Net Qty 50.83

Providing and Laying of c.c.1:6:12 under foundation of pillers with compaction complete. . No L B H T. Qty Pillers 18 0.80 0.80 0.10 1.15 under flooring platform 1 27.10 8.75 0.10 23.71 Side wall ( North side) 1 9.05 0.60 0.10 0.54 Side Wall ( South long side) 1 9.05 0.90 0.10 0.81 Long side 2 28.15 0.60 0.10 3.38 Back retaining wall ( West side) 1 30.00 0.60 0.10 1.80 Total 31.40

Providing and laying of stone soling 20 cm thick with hand packed under platform flooring . No L B H T. Qty . 1 27.10 8.75 0.20 47.43

Providing and laying of c.conc.1:2:4 in foundation i/c ramming and curing complete in post pits . No L B H T. Qty . 18 0.80 0.80 0.90 10.37

50 mm th. C conc flooring in 1:2:4 and neat coat cement finishing . . No L B H T. Qty . 1 28.00 9.20 - 257.60

Randum Rubble stone mas. In cm 1:6 in plinth wall Side walls( North side) . No L B H T. Qty Side Wall (North side) Ist step 1 9.05 0.60 0.75 4.14 Side Wall (South side)IInd step 1 9.20 0.45 2.25 9.32 Long wall 2 28.00 0.45 0.6+1.2/2 22.68 Back side of R/wall 1 30.00 0.45 1.20 14.70 Total 53.28

Steel work in welded in frames of struct.,trusses with100x100x4 mm square hollow pipe i/c cutting ,hoisting,fixing in position and applying a priming coat of red lead paint.i/c primer with red oxide Vertical post 100X100X4mm . No L B H T. Qty Vertical Post 18 4.75 - - 85.50 i Wall plate or tie Long side 2 28.00 - - 56.00 Total 141.50 141.50mtrx13 kg per mtr 18.40 Qtl-A ii Section 100x40x3 tie beam of truss 9 9.20 82.80 iii KIng post 9 2.18 19.62 iv Other web support ver.and inc.(2.5+1.10) 2x9 3.60 68.40 v Principal rafter of trusses 2x9 5.45 98.10 vi Ridge 1 28.90 28.90 Total 297.82 300.00mtr x6.30 kg per mtr 18.90 Qtl-B i Purlines on truss hollow sq.pipe 40x40x2 2*8 28.90 462.40 ii Frame 40x40x2mmfor covering gable 2 9.00 18.00 Total 480.40 480mtrx2.37 kg per mtr 11.38 Qtl- C i 4 mm th.MS gusset plate for joint 10x9 0.15 0.15 - 2.02 2.02x31.50 kg/sm 0.63 Qtl- D G Total A+B+C+D 49.31 Qtl

Providing and fixing polycarbonated color sheet 1.20mm th. In side of truss gable with screw and washer complete. . No L B H T. Qty . 2 9.20x2.18/2 - - 20.05

Providing and fixing of .60 mm th preprinted steel sheets on roofing with hot dipped metallic zinc cozted sheet with top coat of regular modified polyster and with steel screw and washer fixing complete. . No L B H T. Qty . 2 28.90 5.45 - 315.01

Providing and fixing of steel sheet preprinted ridge 0.60 mm th with hot dipped metallic zinc cozted sheet with top coat of regular modified polyster and 60 cm overall with washer complete . . No L B H T. Qty . 1 28.90 - - 28.90

Preparation and fixing of sq. hollow pipe for frame of off and lab cabin with 40x40x2mm horizontal memb. . No L B H T. Qty . 3 27.00 - - 81.00 Vert,memb. 8 - - 2.50 20.00 101x2.4=242.4 kg/mtr 2.42 Qtl

Prep.and fixing of flush door shutters 40 mm th in doors shutters core of black board const. with frame of first class hard wood and well matched indian teak ply with vert. grains both side with ms hinges . No L B H T. Qty Door D 2 0.8 - 1.80 2.88

Providing and fixing of 8 mm th. Solid pvc sheet wooden shade around frame of off and lab with steel screws complete.. . No L B H T. Qty . 2 9 - 2.5 45.00 . 3 3 - 2.5 22.50 Total 67.50 Deduction qty of door as per item No.14 2.88 Net Qty 64.62

RAVI DUTT