TN 07/EE/2026-27 Janpad Meerut mein bauandry road par sthit Ganga Canal Colony mein Mukhya Abhiyanta (Ganga) ke avasiya parisar ke bahya vikas karya (Lot-1)

Providing and laying First class (M-150) Brick work in 1:4 CM with coarse sand F.M. more than 2.50 including all labour, material, T&P etc required for proper completion of work as directed by engineer-in-charge.

Providing and Laying cement coarse sand Plaster in 1:4 cement mortar with coarse sand F.M. more than 2.50 including cost of all material, labour and T&P etc complete.

Providing and Laying of two coats of approved quality water proof cement paint (All Weather Coat) including wall putty of 2 coats, primering over wall putty on old surface to give an even shade on walls with cost of all material,labour, T&P and taxes etc required for proper completion of work as directed by engineer-in-charge.

Earth work in filling in ordinary soil including ramming and dressing the surface to the required levels and slopes including excavation , loading ,unloading , manual compaction and lead beyond 200 m. and upto 1.00 km. etc. required for proper completion of work as per directed by engineer-in-charge. excluding royalty.

Providing and laying at or near ground level factory made kerb stone 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

Supply & laying of 80mm thick Precast cement concrete I-Shaped Interlocking paver blocks ISI mark confirming to IS: 15658-2006 withtop layer of minimum 5 mm thickness having plan dimension200x(160+120mm) of O.P. Cement , smooth high gloss finish; skidresistant; manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paverblock shall not be less than 40Mpa and weight 4.5kg per includingcost of material, with a blanket layer of 4.00cm. thick fine sandincluding labour, T & P etc required for proper completion of the workas directed by Engineer-in-charge.