Improvement of road From motimahal hunuman mandir to Mathuri mohal ward-90 zone-01

Dismentling of damage including macking dismeral material with in 60m dumenor eic all comp

E/W in Excavation in trenches for foundation pipe cable etc in ordinary soil (loan clay or sand) including Sleft and 50m and dressing of side and ramming of bottom and disposal of surplus axcavated carth as directed by the engineer ic within a lead of 60 m etc all comp

providing and laying in cement conc Concrete 14:81 Cement4 fine sand and 8 gauge stone Ballastjand curing comp including cost of form work in foundation and floors etc all comp.

RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft Beam, column and slab1 15:3 (1 cent 15 C. sand 20. min size stone ballast) including bending binding and fixing of reinfocement in position casting cutting of wall and satisfaction of the engineer in charge including cost of all material centering etc but excluding cost of reinforcement etc all complete including shuttring

MS or iron in plain work such as reinforcement concrete of reusforced brick wurk (when not icluding over rate) wrought torequired shape as necessary including bending for proper compittion of the work and including suply of steel its wastage bend hooks and authorized ocerlaping shall be measured up two floor two level (over all rate)

E/W in Surface Excavation no exceeding 30 cm in depth but ecceeding 1.5 m width as well as 10 sqm on plan including getting out and disposal of excavated carth up to 50m and lift up to 1.5 m as directed by the engineer in charge, etc all comp.

Construction of G.S.B Etc all comp.

Cartage of earth and dismental material upto 3 Kkm including loading unloading etc all comp

White Toping-construction of thin topping with plane cement concrete (PCC-M 40 (payment over cxisting surface with approve grade cement at 400 kg per CUM and as per IRC SP-76 course and fine aggregate confirming to IS 383 maximum size of aggregate not exceeding 25 mm maximum water cement ratio 40 mixed in a batching and mixing plant as per approved design transported to site lead with a fixed sleep from paver spread compacted and finished in a continuous operation including provision of construction sount yount filler Sealent and mixtures as approved curing compound finished two lines eic and grades as per drawing

construction of gully pit as per kan design 60x.60x. 75 etc all comp.