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ri J I r! -t U V) z -1O. -] z F(J tr-l V) > m z =i, -IJ =F -1lrl a E< LN 2ql - !-lElr t=r z< H QHJ- [-r.: U rI,](/) (/) ao &(J Flg d- -FZ\o.. F!E)>Zl-voE EU- E E Qo Yb Ec.^:-ri t€t /t.L -Vo troH E5v)o&oidzoZ +ZiD I I ilqm -il-r' lui -H- kt z FaFOS* t l ',' rI]rI].-I =3Orn tq m f!o^ O'rn' O( e.t r!J Ol ztaA ;-il6 =<T FU L) V) [r] tJ(/) a U)o &(J (J U rn (Er o. &, FIA g F 3 H U P' v)oz Fl d EI z Fz U g E thoz =Fo O (J rn N o E z m > V)a rI]nz (n -Ioo J.(J a Fz rI] T! l+r fJ. a F o & m -1 & t& z -1O. -lE! w Ea ^=&6 > x -----&^<5c( \o cQo -H -1J =UU & :a F U) L___ ___J H z & l! a = o rn oo d d J 7 150 mmi[ @125 mm C/C BOTH WAY NOS 10mm fi CONTINUE WITH 6 mma STIRRUP @ L25mmC/C NOS 16 mm o COLUMN VERTICAL WITH B mm i[ STIRRUP @ 150 mm C/C NOS 16 mm o CONTINUE & 1 NO 16 mm o CKD. WITH 8 mm o $TIRRUP @ 125 mm C/C mm THK. A.S.F. THK. P.C.C. [1:3:6) I,AYER B.F.S. D FILLING '100 mm THK. P.C.C. [1:3:6) NGLE LAYER B.F,S. TIIK, SAND FILLING 0 mmo @ 125 mm C/C BOTH WAY 25ffi ITOUNDA'flON DII'I'AILS =,.tricr [:-r:..,rr ,/r* -o+-l otlt f trrct il , ,r.1,::. '*r1 L:1'Y A$tt. Englneer SSIti, Bankura (SCALE - 1:25) Bankura i{iiia Fartsi:a,: l I MODEL ESTIMATE FOR LIBRARY ROOM UNDER SSM, BANKURA The rates has been taken from current pwD schedure of rates with late SI. No. 1 2 Description of ltems l.A-?lal P-4 I ^,. Length {m) I widrh LsL I Hisht I (rt Quantity Unil Rate Amount l!.,l,Y.,1inexcavationoffoundationtrenchesordrains,in,tt,o,t lsandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item inctuoe,necessary trimming the sides- of trenche-s, levelling, dressing and ramming the bottom, bailing out water as requirercomplete. (a) Depth of excavation not exceeding 1,500 mm. t ,nl tmn 119.27 375.21 s551.83 15 1.250 1.250 1,500 35.156 CUM 1 42.550 0.550 0.450 10.531 CUM 1 2.638 1.088 0.300 0.861 CUM rotar euantity l.A-4(a), P.2 46.548 I cqu (A)FillinginfoundationorplinthbysilversandinIayersnot.*.e.oing thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made onmeasurement of finished quantity) 9938.67 I 1.250 1.250 0.300 7.031 CUM 1 42.550 0.550 0.150 3.510 CUM ,l 2.638 1.088 0.150 0.431 CUMililrY \ t/u ut tr,(udvauoll, (1/3 of Excavatinnt 15.516 CUM l'rr'f , f.f | 26.488 | CIJM Single Brick Flat Soting of picked jharna local sand. bricks including ramming anO Ores 294.00 35907.73 5 1.250 1.250 23.438 SQM 1 42.550 0.550 23.403 3QM 1 2.638 1.088 2.870 SQM v 1 10.600 5.000 53.000 SQM 1 1 1 .100 1.750 19.425 SQM 3 Paoe. 34 ltem T2lliii\ltqr orar quanllly 122.135 SQM (lll) cement concrete with 32 mm down graded gravel exctuding shuttering ffiuno floor (a) 1:3:6 proportion UUIUIIIII - I15 I 1lso I,t rcnTn,tnn-f- l\ilain '.,^rr Z.g++ CUM 4770.00 46488.77 1 42.550 0.550 0.075 1.755 CUM llnnr 1 2.638 1.088 0.075 0.215 CUMrvvt vt Ltutot v luulll -r00r 0I verandah 1 10.600 5.000 0.075 3.975 CUM I 111.100 1.750 0.075 1.457 CUM \ R R _ turat\auatlil,lt) -c.10(i), P.26 9.746 CUM 4SS8.00 I 170194.34 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering andreinforcement if any, in ground floor as per relevant ls codes. (iv) with local hard blackstone variety chips (crusher broken) /rnlr/vrurrr I IEUtdt tUUtclt UUI LIUII 'nrlm^+'^^^F 15 1.250 1.250 0.200 4.688 CUM,wtwttrt !slJvLvtudt uul Llull lebeam )olumnuptoRffi ;otumn of paraoet bwall intel at wall iaroat at verandah ;najJa oI wtndow hajjaofveranF /all beam oof beam oof slab 15 0.244 3.660 CUM 5 0.250 0.250 0.795 0.745 CUM 1 46.300 0.250 0.300 3.473 CUM 15 0.250 0.250 2.950 2.766 CUM 15 0,250 0.250 0.600 0.563 CUM 1 32.200 0.250 0.1 50 1.208 CUM I 16.400 0.250 0.250 1.025 CUM 4 1.800 0.450 0.075 0.243 CUM 1 15.550 0.450 0.075 0.525 CUM I 46.300 0.250 0.250 2.894 CUM 3 5.000 0.250 0.375 1.406 CUM 1 1 .100 7.250 0.125 10.0s9 CUM 2 2.613 0.550 0.07s 0.216 CUM 2 3.713 0.075 1.650 0.919 CUM -.r 2.613 | 0.050 0.s50 0.431 CUM l.( I vr.cr re.uailjlf:Jl -411 P-A-t I 3

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