g from the corner of the mosque to Ramchandra house in Ward 34 Dera Elahipura.

M-150 class Brick in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar.SI 305

12MM Thickb 1:4 cement finesand & mortar SI NO. 584

Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work SI NO. 279A

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in lintels of door & windows excluding supply of reinforcement and its bending,but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.slabs in 1:1.5:3. SI NO 284A

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.SI NO. 504/AR

M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. (SOR UP PWD SI - 279A) for fabriction jall lum sum @50 KG/ Sqm

Excavation in foundation in ordinary soil (Loam, clay or sand) Including lift upto 1.50 M. and lead upto 30 M. and including filling watering and rammind of excacated earth into the treaches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches.(SOR UP PWD SI - 251A)

Disposal of wests malbs from site upto 5.0 km all complete of work ANALYSIS RATE

Construction 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 Engineer-in-Charge. DSR NO.16.78 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B) SI NO. CH-20 NI- 14

Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B) SI NO. CH-20 NI- 14