Up-gradation Development of existing area at exit bus point near Sarwari, ward no 3.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All type of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns,drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge. : 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.Nominal concrete 1:4:8

Installation of Solar Street Light 30w LEDs Waterproof Street Light with Solar Panel for outdoor purpose.

Providing and laying at or near ground level factory made kerb stone/saucer drain of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)

Providing and fixing MS delineator 75 mm OD MS Pipe 2.8 mm thick , 900mm height mounted over cicular MS base plate(Dia-125mm,thick- 6mm) with 3"-3 nos Reflector Sheeting covered mesh included paint and primer etc. complete

Centering and shuttering including strutting, propping etc. and removal of form for :Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like:- vertical walls

Coursed rubble masonry with hard stone in superstructure above plinth level and upto floor five level.Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)

Cast iron 5'L frame to frame,12 Nos of MS pipe 50x15 mm,75 kg,Powder Coated