boq-road & footpath

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Sr.No. Description of Work (A) CIVILWORKS SH XXI : ROAD. FOO !AH 3 4 (a) (b) 5 ot"# C#o to S$%%"r& A providing and laying at or near ground level factory made kerb stone of M- 25 grade cement concrete in p0sition to the reuired line! level and curvature "ointed #ith cement mortar $%3 ($ cement% 3 coarse sand)! including making "oints #ith or #ithout grooves (thickness of "oints e&cept at sharp curve sha not to more than 5mm)! including making drainage opening #herever reuired complete etc' as per direction of ngineer-in-charge (length of nish edging shall be measured for payment)' (*recast +'+' kerb stone shal aooroved bv naineer-in-charge' +onstruction of granular sub-base by providing close graded Material conforming to speci cations! mi&ing in a mechanical mi& plant at ,M+ carriage ofmi&ed material by tippers to #ork site! for all leads spreading in uniform layers of speci ed thickness #ith motor grader prepared surface and compacting #ith vibratory po#er roller to achiev desired density! complete as per speci cations and directions of naineer-in- +harge' .ith material conforming to /rade- (si1e range 5 mm to 0'0 5 mm) having + alue-30 .ith material conforming to /rade- (si1e range 53 mm to 0'0 5 mm ) having + alue-25 *roviding and &ing $0&$0& '50 cm /ranite stone block(+, 678,9 ) hand cut and chisel dressed on top! for paving in oors! drains etc' laid over 20m thick base mortar $%4 ($cement%4 coarse sand) #ith "o:$nts $0mm #ide lled #ith same mortar including ruled pointing etc' complete as per direc engineer-in charge'

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BOQ

Sr. No.Description of WorkUnitQty.Rate (Rs.)Amount (Rs.)

(A)CIVILWORKS

SH XXI : ROAD. FOOT PATH

3providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in p0sition to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be aooroved bv Enaineer-in-charge.Cum 154.000.0

4Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Enaineer-in-Charge.

(a)With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30Cum993.000.0

(b)With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25Cum662.000.0

5Providing and fixing 10x10x7.50 cm Granite stone block(COBBELSTONE) hand cut and chisel dressed on top, for paving in fioors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand) with jo'1nts 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. Sqm 13,240.000.0

Total Clo to Summary A0.0

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