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memorandum of tender issued by executive engineer, rcd road ...

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Bill <strong>of</strong> Quantity for construction <strong>of</strong> Retaining Wall on approach Road <strong>of</strong> Tiriya Nala Bridge<br />

in K.M. 49 for Kutmu Garu Mahuadanr Road Year 2011-12<br />

1. Estimated Cost- 4,51,000.00 2. Cost <strong>of</strong> BOQ- 750.00<br />

3. Earnest Money- 9,100.00 4. Time <strong>of</strong> Completion- 1 Month<br />

Sl.<br />

No.<br />

Name <strong>of</strong> Work Quantity Unit Rate Amount<br />

1 E/W in excavation <strong>of</strong> foundation trenches<br />

as per designed section in all kinds <strong>of</strong> soil,<br />

including moorum soil, soil mixed with<br />

kankar, pebbles and boulders upto 300mm<br />

size and disposal <strong>of</strong> the same (beyond 50m<br />

away from the toe <strong>of</strong> dam in the country<br />

side) within initial lead <strong>of</strong> 150 M and initial<br />

lift <strong>of</strong> 1.5M all lifts as per specification and<br />

direction E/I. 117.110 Per m³ 80.55 9433.00<br />

2 Providing PCC M – 150 with nominal mix<br />

<strong>of</strong> (1:2:4) in various components <strong>of</strong> dam<br />

foundation with approved quality <strong>of</strong> 40mm<br />

graded coarse <strong>of</strong> required grade as per<br />

design and approved quality <strong>of</strong> sand <strong>of</strong><br />

requisite F.M. (2.5 to 3.0) washed and<br />

screened excluding cost <strong>of</strong> shuttering or<br />

form work as well <strong>of</strong> reinforcement, its<br />

cutting, bending, binding and placing but<br />

including necessary tools and plants and<br />

vibrating, curing, royalty all taxes etc. with<br />

all complete job as per specification and<br />

direction <strong>of</strong> E/I 16.916 Per m³ 4404.89 74513.00<br />

3 Providing rough dressed random rubble<br />

stone masonary in C.M. (1:3) in foundation<br />

and plinth with approved quality <strong>of</strong> coarse<br />

sand <strong>of</strong> requisite F.M. (2.5 to 3.0) washed<br />

and screened with raking out joints, curing,<br />

scaffolding and its removal wherever<br />

required including royalty and all taxes etc.<br />

complete job as per specification and<br />

direction <strong>of</strong> E/I 116.635 Per m³ 2662.49 310540.00<br />

4 Providing cement flush pointing (1:3) with<br />

approved quality <strong>of</strong> sand <strong>of</strong> requisite FM<br />

2.5 to 3 washed and screened including<br />

curing scaffolding wherever required and<br />

its removal royalty and all taxes etc. with<br />

complete job as per specification and<br />

direction <strong>of</strong> E/I 84.150 Per m² 59.98 5047.00

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