Construction of Boundary Pillar (Major Pillar and Minor Pillar)

Amount

Construction of Minor Boundary Pillar

Earth work in excavation for foundation trenches where necessary ad directed and specified. (A) Up to a depth of 2.00m below the existing ground. b) All kinds of soil is mechanicals Means 1x1.00x1.00x0.925 = 01925 Total= 0.925 m3

Providing and laying plain/reinforced cement concrete works…. And paid separately 1) All works up to Plinth level A) In sub-structure up to PL foundation footing….up to PL (N)/(a) M15 grade conc. Or Prop:1:2:4 1x0.95x0.95x0.10 = 0.090 1x0.75x0.75x0.75 = 0.421 1x0.75x0.75x0.15x2/3 = 0.056 1x3.14x0.225x0.40 = 0.282 Total = 0.849

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/R.B. walling including straighting, cleaning, cutting and bending to proper shapes… (Up to 1st floor level)b) Other ISI approved TMT reinforcement bar (SRMB SAI/BISCON/X-TECH…. For Post (10mm dia) (1x0.95x12x0.62/100=0.070 (1x1.60x4x0.62y100 = 0.039 (1x145x4x0.62y100 = 0.036 (1x145x4x0.62y100 = 0.036 For Post Jali (8mm dia.) (2x11x0.95x0.39100 = 0.082 Total = 0.227 Qntl.

Suplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/R.B. walling including straighting, cleaning, cutting and bending to proper shapes… (Up to 1st floor level) Stirrup (6mm dia) c) ISI aproved Mild steel reinforcement bar (M.S.Bar) (1x6x2.80x0.22100 = 0.036 (1x3x1.20x0.22100 = 0.008 Total = 0.044 Qntl.

Providing form work of ordinary timber plankingsoastogivearough finish including centering, shuttering, strutting & propping etc. heightofproppingand centering below supporting floortoceilling not exceeding 4.0M and removal of the same for in-situreinforced concrete and plain concrete work as directed and certified. Columns, Pillars, Posts & Strut (a) Square, Rectangular…..etc having plane vertical face. 1x4x0.95x0.10 = 0.38 1x4x0.75x0.90 = 2.70 1x4x0.30x0.40 = 0.48 Total = 3.56

Construction of Main Boundary Pillar

Earh work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m . All Kinds of soil. 1x1.20mx1.20mx1.30m = 1.87 cum 1x1.20mx1.20mx1.30m = 1.87 cum

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 1x1.20mx1.20m = 1.44 sqm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources). 35 mm thick 1x1.20mx1.20mx0.035m = 0.0504 cum

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) 1x2x0.45+1.00/2x1.810 = 1.640 cum 1x2x0.45+1.00/2x1.810 = 1.640 cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more a) For Post:- 12mm dia = 1x8x2.40m = 19.22 RM @ 0.89Kg/RM = 17.08 Kg b) For Post Jali- 8mm dia = 2x11 pc.x1.00m = 22.00 RM @ 0.39 Kg/RM = 8.58 Kg c) For Stirrups 6mm dia = 1x14x1.20m = 16.80 RM @ 0.22 Kg/RM = 3.69 Kg Total = 17.08 + 8.58 + 3.69 = 29.35 Kg

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts 2x4x0.35x1.80 = 4.32 sqm

Lump sum amount for signages

M/S DHIRAJ DUGAR