Construction of road from g...

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 350mm per

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth

Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1 :3:6 Paris by volume of cement sand stone Bajri and rendering to be 1 :1 cement and mortar.

Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Mechanical transport including loading, unloading and stacking. Earth execavated earth transportation

Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1 :4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design With common burnt clay non-modular bricks of class designation 7.5

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