W-03 MALGODAM ROAD RAHIMABAD ME JAMSED SE NASIR AHMAD TAK ASRAAF SE YUSUF SE ASLAM TAK DILSAD WALI GALI GULLU SARDAR SE SHAKIL TAK NALI AND CC SADAK NIRMARN KARYA

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI NO. 697

Dismenting of old damged 80mm thick cc interlocking tiles road in all complite work

Dispsposal of malwa upto 5 km site

(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 surfacetorequiredlevelsand slopesandalsoncluding1.50 M. lift and30M. lead.Theearthfromcuttingtobeusedinmakingembankmentor tobedeposited asspoilbankswith in30M.distanceasdirected 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. SI NO. 273

(B) M-150 Brick Work in one white lime & Three Surkhi mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. SOR SI NO.305

12mm thick plaster with cement and finesand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm.including supplyof allmaterials, labour, tools & plants etc. required for proper completion of the work. As in item(582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. SOR SI NO.584

...crete with 4cm gauge approved stone grit, course 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

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 14dayscurring 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