Construction of RCC Retaining wall in front and middle near NH road for proposed RSD at

Amount

i Excavation in foundation for retaining wall lift upto 1.5 mtr with pick spade work ,stacking of excavated soil not more than 3 meter clear from the edge of the excavation,consolidated each refilling layer by ramming and disposing all surplus soil with in lead of 20 mtr .............. No L B H Qty . 1.00 3.00 0.90 .60+.85/2 1.96 ii Excavation in earth foundation for boulder stone soling with hand packed on ground (between internal road and platform) .............. No L B H Qty . 1.00 6.00 15.00 0.20 18.00 iii Excavation for side RRSM R/Wall for soling and portion i.e connected part . 1.00 15.00 0.60 0.45 4.05 Total 24.01

Cutting in earth work and disposal of excavated earth upto a lead of 20 mtr with chieseling/wedge out of soft rock .............. No L B H Qty . 1.00 37.00 0.90 0.60 19.98

Providing and Laying of cc 1:6:12 in foundation with compaction(excluding rock portion) and curing complete .............. No L B H Qty . 1.00 3.00 0.90 0.10 0.27 ii under side r/wall of connected part . 1 15.00 0.60 0.10 0.90 Total 1.17

Laying of RRSM in CM 1:6 in side wall .............. No L B H Qty . 1.00 15.00 0.60 0.35 3.15 . 1 15x0.60/2 - 0.60 2.70 Total 5.85

Providing form work with steel plates 3.15mm th. Welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering shuttering and strutting,propping etc. withwooden battons and ballies and removal complete. In vert. wall .............. No L B H Qty . 2.00 40.00 - 1.05+1.50/2 102.00

Providing and lying of RCc 1:2:4 in R/Wall i/c curing complete and excluding cost of shuttering and mild steel. Base .............. No L B H Qty . 1.00 40.00 0.90 0.15 5.40 Vertical wall . 1.00 40.00 0.15 1.05+1.50/2 7.65 Total 13.05

Providing mild/tor steel in RCC work i/c bending ,binding and placing in position complete upto floor two level.Tor steel Base 12mm dia tor mild steel, cross side 0.90x133 Long side 4x40 Vert. wall,cross side 160x1.30 Total 487.70x0.89 = 4.34 Qtl-1 Vert. wall 8mm dia tor steel,long side 11x40 Total 440x0.39 = 1.72 Qtl- G Total i/c wastage & w/wire = 6.50 Qtl

Dry randun rubble stone mas. Behind retaining wall .............. No L B H Qty . 1.00 40.00 0.30 1.05+1.50/2 15.30

Earth and Boulder stone filling behind R/wall(50:50) stone- 45cum .............. No L B H Qty . 1.00 40.00 5x.90/2 - 45.00

Providing and laying of boulder stone soling with hand packed on ground (between internal road and platform) .............. No L B H Qty . 1.00 6.00 15.00 0.20 18.00

Excavation in foundation for retaining wall lift upto 1.5 mtr with pick spade work ,stacking of excavated soil not more than 3 meter clear from the edge of the excavation,consolidated each refilling layer by ramming and disposing all surplus soil with in lead of 20 mtr .............. No L B H Qty . 1 40 .90 .75+.85/2 28.80

Providing and Laying of cc 1:6:12 in foundation with compaction and curing complete .............. No L B H Qty . 1 40 0.9 0.10 3.60

Providing form work with steel plates 3.15mm th. Welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering shuttering and strutting,propping etc. withwooden battons and ballies and removal complete. In vert. wall .............. No L B H Qty . 2 40 - 1.20+1.05/2 114.40

Providing and lying of RCc 1:2:4 in R/Wall i/c curing complete and excluding cost of shuttering and mild steel. Base .............. No L B H Qty . 1 40 0.9 0.15 5.40 vertical wall . 1 40 0.15 1.20+1.05/2 8.55 Total 13.95

Providing mild/tor steel in RCC work i/c bending ,binding and placing in position complete upto floor two level.Tor steel Base 12mm dia tor mild steel, cross side .90x133 Long side 4x40 Vert. wall,cross side 160x1.43 Total 509.00x0.89=4.53 Qtl Vert. wall 8mm dia tor steel,long side 11x40 Total 440x0.39 = 1.72 Qtl including wastage and w/wire= 7.00 Qtl

Earth and Boulder stone filling behind R/wall .............. No L B H Qty .. 1 40.00 .90x1/2 - 18.00

ASHISH DOGRA

M/S ATUL THAKUR GOVT CONTRACTOR