Construction of a drainage system and CC road in Ward No. 04 Shri Ram Vatika extending from Sai Property to the Delhi Road main thoroughfare

(a) Earthwork in cutting or in embankment in ordinary soil excavation to be in the formof regularpitsnot exceeding0.50M. in depthand earthwork in embankment tobein20cm. layers including remming anddressing the surface to required level sand slopes and also including1.50 M. lift and 30M. lead.Theearthfromcuttingto beused in making embankment or to bede posited as soil banks with-in30M.distance as directed by theEngineer incharge. (Royality removedby Govt. ) for small works/ Abadi area. (where machine can not move ) (b) As in item no.253(a)above but with machnical means for road work SOR SI NO. 253 ANALYSIS RATE

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR SI NO. 273

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 4cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour,Tools & plantsetc. required for proper completion of the work (a)Same as above item no.279 but with 2cm. gauge stone grit instead of 4 cm. gauge. SOR SI NO.279A

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

CementConcretewith4cmgaugeapproved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour,Tools &plantsetc.required for proper completion of the work.As in item279abovebut inproportions of stone Ballast, Coarse sand and cement.

Cement concrete with2cmgauge approved stone grit, coarse sand& cement in proportion of 1:1.50:3 in cc pavement (theckness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture / Plantofnot less then 0.2cum capacity & appropriate weight batcher using approvedmix design, laid inapproved fixed formwork (steel) channel) layingand fixingof 125micron thick polythene film, wedges, steel plates including leveling the formwork spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including has sioncloth for curringof concrete pavements for not less then 14days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plantsetc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc .SOR SI NO. CH.20 NEW ITEM NO.9

Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504.

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