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Al.\ I --x r) N (u a.9 CL(s co al el<t lHl laI 4io t{ +Jfi n T-------l lzl lol lnl EI 16l lrl FIol c,l FIol ol <l EI =lYI zl <l EI zlrl EI ol ol EI olol <tJIolrl <Izl ol r-l al al <t ctz o B F lr o z o Fo f E Foz oo lrJ + F E olr oJ F ]U o z o E F oz 3 o E o0 zl olrl FI <l >t IJI IJI InI g;, ;xa.9 joi 2aAO a- :6;xao<q L_______l I I I I I I I I I I I I I I I I I I I I I I B IsE -H$ * -q\\c) \\+ -\ lQ loll-l I t<t tEt lzlsl lElil tPt lzl ldl il ..:, ,\} i! I t T ; c0 z 3 0l A o 3 o6 a N @ oo E E N ; l; { E E e) oz: J tr tg IfiFI E E 19 O. @. OiI Idi rr FF NN r+ o =Fd E E oc N o E E oc N @ o E E o ! oE'd =N .(P 8o b E E N o o4 E E d 6 ,s G E E E El tgt xz= : EO8-:! i;t a rEr trHIEI m-r- 5@ Eg- ;EEaEE9;6 ( E] EI a ^lLl il 2lzt 3El;t filElHl fil El =l 51 8l El El sl 3lrl <l)l ul =l pl El Elnlal El =l el 0.1 t E E N Q) lsl tit lol hl 1l zl f,lal zl UIrlq 3z Fl z F Utia olol or Sl Rl :l il il ztild 9l al 8l frlfl? '-,, i* *.1 rc ld l,i BANKURA DISTRICT. -n,t rlr,.or" not o, Sl no 1 t-1 ltems T* W WW AmountQuontity Unit Rate Eorthwork in excovation of foundation rr"rrilr ,depth of excavation not exciding 1.5m Column I zql t.sool uo ting Or stocking the spoils within o leod of 75m& 8L.000 cum ffi L 38.850 0.375 0.450 6.5s5 cum1 6.000 0.300 0.i00 0.540 cumTOTAL- - Filling in tounrouo romming completed. tncluding the cost of supply of sand Column I 24l 1.5oo l l.sil-| 2 88.096 lcuml 119.27 | tosoz.zt directed ' W attd consolidating satne by soturotion with wate 13.5001 cun ffi 1 38.850 0.375 0.1s0 2.185 cum2 9.000 5.000 0.600 54.000 cum cum1/3 th of excavation 1 L8.250 1.800 0.600 19.710 % th of 88.0s6 29.365 cum 3 Vol-7-C-1, p-14 :luding ramming ond dressing of bed to I | 118.7611 cum 375.2 44560.3 Single layer brick flat soting of picked jhoma bricks inc troper loyer ond filling joints with local sand A/lnin utnll 241 1.soo | L.soo s4.000 | sqm 1 68.850 0.375 25.81-9 sqm UJ 2 9.000 5.000 90.000Verondo sqm 1 L8.250 1.800 32.850 sqm _ TOTAL:_ - lol-1-C-22, p-34 202.669 sqm 294.00 59584.69 cement conc. with graded stone boilost (32mm size) excruding shuttering with (ffi Cnlttmn 24 1.500 1.500 0.07s 4.0s0 cum Vol-1-C-4-d, p 5 4.0s01 cum i25s.00 13L82.7s Ordinory Cement concrete (mix 1:2:4) *it floor os-per relevant ts codes'...(d) with locol hard blackstone voriety chips (crusher broken) Flonr af rnn^ 2 9.000 5.000 0.075 6.7501 cum Sfpn< R 1 18.250 L.800 0.075 2.464 | cum TOTAI l1 I 3.000 J_ 1.s001 0.12s 0.5631 cum Vol-1-C-tO-(iv | 9.7761 cum 42L8.00 41235.17 - Ordinory Cement concre 6 floor os per relevont lS codes. ilps ( nomtnot size) excluding shuttering ond re, Cnl r r m n " +ra ^^,^i) ^ t -- inforcement if any, in ground 24 0.962 0.900 0.300 6.234 cum 24 0.2s0 0.2s0 5.000 7.500 cum 1 68.8s0 0.250 0.375 6.4ss cum L 48.2s0 0.2s0 0.1s0 Veronda Sordol 1.809 cum 1 20.600 0.2s0 0.2s0 1.288 cum 1 23.100 0.450 0.075 0.780 cum cum wt tuJJu J ut I Roof beam 6 L.450 0.450 0.075 0.294 4 5.000 0.2s0 0.375 L.875 cum L 68.850 0.250 0.300 5.L54 cum 1 18.750 7.550 0.125 17.695 cum TOTAL:- 65.29i cum 4888.00 319152.18 7 Vol-L-C-40-a (i), P-44 Reinforcement for reinforced concrete work in oll sorts of structures including distribution stirrups, Binder's etc including supply of rod, cutting to requisite length, hooking And bending to correct Shape plocing in proper position complete as per drowing and direction...(i) Tor steel/Mild ite e 1....... t. SAI L/TATA/ R I N L Tor steel ossuming L.j5% Reinforcement 6.919 MT 71269.00 493L10.21 8 Vol-1-C-36-f, P-42 Hire ond labor chorge for shuttering with centering ond necessory staging up to 4m where no Verticol props are required (25mm-30mmth shuttering) Col u m ns recto ng ulor portion 24 5.000 0.300 43.200 cum Columns up to roof 24 s.000 1.000 120.000 sqm PL beom 2sides 2 68.850 0.i75 51.638 sqm Lintel 2 48.250 0.1s0 14.475 sqm Verando Sordol 2 20.500 0.250 10.300 sqm Wall beom sides 2 68.850 0.300 4L.310 sqm Roof beom sides 4X2 5.000 0.375 15.000 sqm Roof slob Side 1 52.600 0.12s 6.575 sqm TOT

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