Covering of canal for road construction by PWD Golaver feeder canal from Nagar nigam to shiv mandir Nawaabi Road

Amount

Slip clearance (by manual means) of loose earth and other small loose materials including disposal as directed by the Engineer-in-charge.

Dismantling of Reinforced Cement Concrete pavnent (v.r.b.) crossing including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means

Dismantling of old Brick masonary in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means

Dismantling of old stone masonary in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means

Dismantling of Bituminous Courses by mannual means including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of Granular Courses by mannual meansincluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (M-20) & as directed by the Engineer-in-charge

Brick masonry work In 1:4 Cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 as directed by the Engineer-in-charge

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 & as directed by the Engineer-in-charge

Coursed rubble masonry in 1:3 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 & as directed by the Engineer-in-charge

Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled pointing & as directed by the Engineer-in-charge

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete grade M-25 work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with graded stone aggregate 20 mm nominal size) & as directed by the Engineer-in-charge

Providing and laying reinforced cement R.C.C M 25 concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 & as directed by the Engineer-in-charge

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars & as directed (Fe-500 or more) by the Engineer-in-charge

Steel work In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required & as directed by the Engineer-in-charge.

Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work & as directed by the Engineer-in-charge

Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work & as directed by the Engineer-in-charge

Shifting of surplus earth/ dismentled material & maluwa from site lead up to 2.00 km after first 50 mtr lead complete & as directed by the Engineer-in-charge