Forest Department Tender

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Forest Department - FD Tender

Works
Civil And Construction
Civil Works Others
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date12 Nov 2024
Closing Soon19 Nov 2024
Tender AmountRefer Documents 
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Costs

Summary

Providing And Construction Of Shade Net Structure At Central Nursery Qazigund As Per Approved Design And Specification

Description

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Documents
Providing and construction of shade net, supply of poly bags and preparation of beds at various Nurseries of SF Range Qazigund
Providing and construction of shade net structure at Central Nursery Qazigund as per approved design and specification
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BOQ Items

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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

3.73

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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

553.42

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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

482.09

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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

182.83

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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.

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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

3.91

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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

1.96

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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

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