Nagar Panchayat Patla mai Baba Ganga Ram Swami ji ke Talab ka saundrikaran ka karya

Dewatering Pump 10 H.P

Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift

Surface dressing ot the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil

mechanicallycompected toachieve95% proctorsdensityincludingarrange-mentof water, settlement and all T&P charges includingrolleranditsfuelcharges(Roller [email protected] withdiesel foroutputof325cumperday), Add extra to item no. 253 (a)

CementConcretewith4cmgaugeapproved stone ballast, 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

FirstclassBrickWorkin1:4cement& Coar sand 1.25F.M. mortar in foundationand plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.

R.C.C. work with Cement approved coarse sandand2 cm.(3/4") gaugeapproved stone ballast in theproportionsof 1:2:4 in lintels fo doors and windows excluding supply of reinforcement and itsbindingbut including its fixing and binding the same with 24 B.W.G.G.I., bindingwire and including necessary centeringandshutteringetc.andalsoincluding supplyof allmaterials, labour andT&Petc. required for proper completion of the work. Excluding cost of Binding wire.

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works posts, struts, earth work and concrete to be paid for separately) : Payment to be made per metre cost of total length of barbed wire used.

Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density ,complete as per clause 401.

Laying & supplying of 80 mm precast cement concrete I- shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9