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4d"{ rru.r^\\ Estimate for 1-2t\ constnuction of Guard walt from shreepur Madhyapara Jr. High school via Kalamsk's house towards shreeur Jumma Masjid under choa Gp Hariharpara Block. 1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as require- complete (a) Depth of excavation not exceeding 1,S00 mm. Page- 1 ,ltem- 2 Guard Wall 37.70 x 2.228 = 1 x 37.70 x 2.725x 1.825 lo4'tnl / Cum $$q,N Rs. %S'mO@ Rs. Page- 14 ,ltem- 1 Single brick ftat soling of picked Jhama bricks inctuding ramming and dressing bed to proper level and fillini joints with powered earth or local sand. Gw Page- Gw C_ement concrete (1:2:4) M10 with graded stone chips (20 mm down size) excluding shuttering in ground floor and foundation 1x , ltem NO- qm sqm @ Rs. @ Rs. 5715 ,,,,6,m Rs Page- 14 ,ltem- 1 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box cu[rert, cross_drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (f)25 mm to 30 mm shuttering without staging in foundation Gw ) 2x 37.10 x 0.150 x 37.70 x 2.725 x 0.150 Rs BBoB/p{ 102. 2x2.725x0..150 @ Rs. ,os{ sqm Rs. a) ln foundation and Plinth Gw 1 x 37.70 x( 03rc-' 1.725 )x 4.000 Page- 15 ,ltem- 6 Brick work with 1st class bricks in cement mortar (6:'1) = 15ffi16 = Pat6n ;#r"6"" nza{cum Rs 1411s71t{ -___Z Page- 189 ,ltem- 1 Plaster (to wall, floor, ceiling etc') with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:4 cement mortar a) 20mm th 1 x 37.70 x( - 1.725 + 2.525 )x 1.600 1 x 37.70 x 4.875 1]25 + 0.375 )x 4.00 Gw sides x( -'/ *"'. o^ 35171.{@ Rs. ffi.f t sqm Rs. 3517 Page- 1 ,ltem- 3 Eartn wort< in filling for foundation trenches or plinth with good eartg.ln layer not exceeding '150mm inctuiing wateiing and ramming etc' layer by layer comptet!. (a)Witfr earth obtained from excavation of Page- 192 ,ltem- 15 Neat cement punning about 1.5 mm thick in wall, dedo etc. Gw Same as area of Plastering foundation. Gw 1 x( 1 I 5 )x 187', 6fi4.{= 192.19 Sqm -- 15219 Sqm O Rs Page- 304 ,ltem- 13'03 eroviOing weep holes in Brick masonry / Plain / Reinforcld concrete abutment, wing wall/ return wall *itn tOO mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards Jrr*ng face. Complete as per drawing and Technical specifications. Gw @ Rs. Page- Item NO- @ Rs. 11s o{Nrs Rs. 2185{ ,ro8{ 183.?6 B.afun 10 Earth work in flanks, ditches, slopes etc. with carriedearth including dressing, rammirng complete.(Stack Measurement) sides 37.70 x ( 6.000 + 2.000 )x 3.00 = 452.40 Cum'a 452. Cum @ Rs. -Io hal ^:(p. 14 t l6t?32' fl.AAr lY. hgr z l, r, 2106tA92'UO 2s3 {c"rn Rs. 114606 0{ Sda lr/, togs = R,. 11 t Z?o, vt c.s.T @ Labour Wellfare Cess @ Add Contingency @ Q*Jy--t-'/ ,{1"' lt7 Assrsfanf EnoineefSs<lai Murstridabad Zilla Parishad rl, Engtn* $edaf Sub,ply1eis6 Aurhlf&E$ .Eitb firrrmc, I I IDrtrict Hn8incor Irrf,tdabad Zilla Parlrhrl 19261 l V ffif,o _recnnrcal Superylaor "F8fri##fz,Ffr?,:i&ff, $q6'i = Rs. 121 12o/o = Rs. 1Yo = 3o/o = Rs.

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