Various miscellaneous works at Galta ji temple,Zone-10,JDA,Jaipur

Earth work in excavation by mechanical means(Hydraulic Excavator )/ manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10Sqm on plan) including dressing of sides and rammingof bottoms, lift upto 1.5 m, including taking out theexcavated soil and depositing and refilling of jhiri withwatering & ramming and disposal of surplus excavatedsoil as directed with in a lead of 50 meter. All kinds ofsoils

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 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 embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3

Earth, Sand, Lime, Morrum manure or sludge For 1 Km

Providing and laying in position Ready mix concretemanufactured in fully automatic Batching Plant andtransported to site in transit mixer for having continousagitated mixer, manufactured as per approved mixdesign of specified grade of RCC work includingpumping of R.M.C. from transit mixer to site of laying ,exculding the cost of centering, shuttering andreinforcement with all lead and lift including cost ofadmixtures in recommended portion as per IS 9103 toaccelerate/ retard setting of concrete, improveworkability without impairing strength and durability asper direction of Engineer in charge. All works upto floorV floor M20 grade Design Mix by using cement as percodal provision. Add extra for providing richer mixes respectively at allfloor levels

Providing and laying in position Ready mix concretemanufactured in fully automatic Batching Plant andtransported to site in transit mixer for having continousagitated mixer, manufactured as per approved mixdesign of specified grade of RCC work includingpumping of R.M.C. from transit mixer to site of laying ,exculding the cost of centering, shuttering andreinforcement with all lead and lift including cost ofadmixtures in recommended portion as per IS 9103 toaccelerate/ retard setting of concrete, improveworkability without impairing strength and durability asper direction of Engineer in charge. All works upto floorV floor M20 grade Design Mix by using cement as percodal provision. Providing M-25 grade concrete by using cement as percodal provision instead of M-20 grade design mix.

Plaster on new surface on wall in cement sand mortar1:3 including racking of joints etc. complete fine finish : 25 mm thick

Finishing walls with Acrylic Smooth exterior paint ofrequired shade including all scaffolding. New work(Two or more coat applied @ 1.67 ltr/10 Sqm over andincluding base coat of water proofing cement paintapplied @ 2.20 kg/ 10 Sqm ).

Lining work on Yellow & Pink Exterior Paint/ Colourwash including making Gola, Gardana, Kangoora andOrgnamental lining work as per approved style andpattern complete in all respect with Exterior(White/Brown) paint as required complete in all respectas per direction givin by Engineer in charge.

Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30CM thick wall in : Cement Mortar 1:4 ( 1-Cement : 4-Sand).

Random Rubble stone masonry with hard stone insuperstructure above plinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:4 ( 1-Cement : 4-Sand).