GRAM GOVINDGARH ME TALAAB KA SAUNDARYAKARAN KARYA

clearaing & grubbing of pond land including uprooting etc

Di watering by disel pump Set (MR)

Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embenkment location with lift upto 1.50m and lead up to 1000m as per Technical Specification Clause 302.3

Same as above item no. 253 (a) but mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including roller and its fuel charges (Roller charges accounted for @ 1700.00 per day ), Add extra to item no. 253 (a).S.No 260

P/Laying of RCC Hume Pipe 350 mm dia NP-3

Concrete with 4 cm. gauge stone ballast,Coarse sand of 2.25 F.M. and cement, in proportion of 6:3:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work..(SI No-281)

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired

Concrete with 2 cm. gauge stone ballast,Coarse sand of 2.25 F.M. and cement, in proportion of 4:2:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work

Construction of unreinforced ,dowel jointed at expension construction joint only,plain cement concrete pavement,thickness as per design ,over a prepared subbase with 43 grade cement or any other type as per clause 1501.2.2 M30 GRADE ,coarse and fine aggregate conferming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight bathcher using approved mixed design, laid in approved fixed side form work(steel channel ,laying and fixing of 125micron thick polytheen film, wedges,steel plate including levelling the form work),spreeding the cincrete with shovel,rakes ,compacted using needles,screed and plate vibrator and finished in continous operation including provision of contraction and expansion,construction joint,applyinf debonding streips ,primer,sealants,dowel bars near approaches to bridge/culvert and construction joint ,admixtures as approved,curing of concrete slab for 14th day curing (where specified) and water finshing to lines and grade as per drawing and technical specfication clause 1501

Supply & Fixing Planting Tree (M.R)