Name of Work:- Construction of Road from Phyang to Darma Foundation Centre Phyang ( By way of Edge wall & R/ Wall )
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator) infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m. All kinds of soil.
2
Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources)
3
Dumping stone including cost of stones in Horizontal on level.
4
Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 gradedstone aggregate 40 mm nominal size derived from natural sources)
5
Providing and laying MS pipe in proper gradient by excavation of trenches laying of pipe carriage with complete job 250 mm Dia
6
Providing and laying 60mm thick faciory made cement in required colour andpattern over and including 50mm thick compacted bed of coarse sand, filling theconcrete interlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laid jointswith line sand etc. all complete as per the direction of Engineer-in-charge.
7
Providing and fixing PVC waste pipe of required dia inluding bends, Tee door bend, L bend trap jointed with addisive material ISI marked like prince, vector or equivalent brand all complete job.
8
Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 gradedstone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
9
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stoneaggregate 12.5mm nominal size derived from natural sources)
10
Carriage of material by Mechanical Transport from source to site. Cement an avg lead …........................... 2 km
11
Sand an avg lead of 8 km
12
Stone aggregate an avg lead ….....................15 km
13
Stone an avg lead 10 km Please Enable Macros to View BoQ information
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