Construction and Betification park in kamakhya dham maindr ke pichey ward no 04

E/W in Cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.5m in depth and local e/w in embankment to be in 20 cm .

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:D.S.R 2.1

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R 4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks designation 7.5 in superstructure above plinth level up to floor all shapes and sizes in : 1:6 (1 :Cement :6 coar sand )

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401

Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

R,C.C. work with cement approved coarse sand and 20 mm gauge approved stone grit in proportion of 1:1.5:3 mix (1 cement : 1.5coarse sand :3 graded stone aggregate 20 mm nominal size )of strength not less than M-20 in door & window lintel excluding supply of reinforcement & its cutting and binding but including its fixing & binding necessary centering & shuttering etc. & also inc. supply of all materials , labour T.& P. etc required for proper completion of the work .with curing compete.For plinth bend. SI No.289

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.Si. no. 504

Chain link fence (Also referred to as wire netting wire mesh fence chain-wire fence cyclone fence hurricane fence or dimond mesh fence) is a type of woman fence usually mde form galvanized. The wair run varticualy and are bent or into a zig -zag patter soeach zid hooks with the wair immeditely on one side and each zag with the wire immediatily on the other . (50x50) 2 mm

1. темOctagonal Pole of appro make top die 70 bottom 13 thickness of the pole sheet must be 10mm the base plate size 220×200×12mm [PCD-220 Including foundation sccessories741