Providing and construction of shade net structure at Central Nursery Qazigund as per approved design and specification

Amount

Earth work in excavation by manual/mechanical means in foundation trenches or drains (not exceeding 1.5 M in width as well as 10Sqm on plan) including dresseing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of Surplus excavated soil within a lead as directed from edge of cutting all kind of soil. Column:- 26x2.00x2.00x2.00 = 208 Cft . 13x2.00x2.00x2.00 = 104 Cft Total = 312 Cft = 8.83 Cum

Supplying and laying dry stone soling dully hand packed tightly inclduing ramming, watering and with all carriages up to the site of work. Column:- 26x1.50x1.50x0.33=19.31 Cft . 13x1.50x1.50x0.33= 9.65 Cft Total = 28.96 Cft Deduction 15% vides - 4.34 Cft . = 24.61 Cft=0.69657 Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to all level (1:4:8 (1 Cement, 4 corse Sand and 8 grade stone aggregate 40mm nominal size) crushed including all carriages up to the site of work. Column:- 26x1.50x1.50x10.25 =14.63 Cft . 13x1.50x1.50x0.25 =7.3125 Cft Total = 21.90 Cft =0.62 Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to all level (1:2:4(1 Cement, 2 fine sand, 4 grade stone aggregate 20mm nominal size) crushed. Column:- 26x1.50x1.50x1.50 =87.75 Cft . 13x1.50x1.50x1.50=43.88 Cft Total =131.63Cft=3.7249Cum

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete, welding. 50x50x5mm King posts V Posts 26x8.50 = 221.00 Rft Centre V post 13x11.00 = 143.00 Rft Total = 364.00 Rft . 110.98 @ 3.80 = 421.707 Kg 40x40x4mm Top runner 2x74.00 = 148.00 Rft . 2x16.00 = 32.00 Rft Total = 180.00 Rft . 54.878 @ 2.40 = 131.707 Kg . Total Quantity = 553.415 Kgs

Steel work in built up tubular (round, square or rectangular hollow tubes etc) trusses etc including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and holted wit special shaped washers etec complete square tube. 25x25x2.5mm Side posts 13x2.00x2.00 = 52.00 Rft . 13x2.00x1.00 = 26.00 Rft Strut 13x2.00x4.00 = 104.00 Rft . 13x2.00x3.33 = 86.58 Rft Raft 13x2.00x8.58 = 223.08 Rft Purline 3x2.00x74.00 = 444.00 Rfs Total = 935.66 Rft . 285.26 @ 1.69 = 482.093 Kgs

Scaffolding net made of high density polyethylene UV stablized having density 100gr/sqm. Top 2x74.00x6 = 888.00 Sft Side 2x74.00x6 = 888.00 Sft . 2 x 16.00x6 = 192.00 Sft Total = 1968.00 Sft . = 182.83 Sqm

Engagement of manual labour for cleanrance and removal of unhygenics material mixed with earth etc at site as per direction in engineer in charge to be paid as per actual.

Carriage of bajari from nearest source to site of work avg. lead 10 kms. Qnty vide item No. 4 0.62 Cum Qnty vide item No. 5 3.725 Cum . 4.35 90% Total Quantity = 3.9112 Cum

Carriage of sand from nearest source to site of work avg. lead 10 kms. Qnty vide item No. 3 0.62 Cum Qnty vide item No. 5 3.725 Cum . 4.35 90% Total Quantity = 1.9556 Cum

Carriage of cement from nearest source to site of work avg. lead 5 kms. Qnty vide item No. 3 =1.7 Qty/cum 0.62Cum 1.05541 MT Qnty vide item No. 5 =3.2 Qty/cum 3.725Cum11.92 MT . 12.9754 MT Total Quantity = 1.2.9754Mt

AIJAZ AHMAD BIMLA (BID ID -2243123)

BASHEER AHMAD KAHATANA (BID ID -2243012)

JAVAID AHMAD HAJAM (BID ID -2243185)