Soil Conservation works by way of fencing, Afforestation, erection of DRSM check dams, Create wire structure/ retaining wall, crib structure, earthen embankment, Contour trenches, water harvesting tank in Compt. D-33 Sochlipathri Zone Budgam

Amount

Soil Conservation Works for composed Barbed wire fencing of Wooden posts & Angle Iron post at Sochlipathri Ext Co./D33 Budgam (Advt. Cost from S.No 1-22= 5.525 Lakhs)

Earth work in trenches excavation including all leads and lifts 1 m from cutting edge: I. Angle iron posts: - 47 ×0.50m×0.50m×0.50m=5.875m3

II. Wooden Posts: 141 × 0.50m×0.50m×0.50m=17.625m3 S.S.R.2020

Dumping of Stones in horizontal trench layer including cost of Stone 47 ×0.50m×0.50m×0.075m= 0.88m3

Proving and Laying Cement Concrete in (1: 3:6) mix 47 ×0.50m×0.50m×0.50m = 5.875m3

Centring and Sheltering 47 ×4×0.0750m×0.50m= 7.057m2

Supply / Fixing of Angle Iron 47 ×2.00m×4.5m= 423 Kg Or 4.23 Qtls.

Extraction of Wooden fence Posts 141

Barbed Wire 1500 Rfts @ 0.25 = 3.75 Qtls.

Carriage of Barbed Wire

Sign Board Including painting/Writing and Carriage

U- Nails etc 15 kg

I. Carriage of Sand Avg.25km MT 1060 by H.L Qty.= 2.64 m3

II. Carriage of Bajrei Avg. = 14 Km MT 1000 Mg H.L Quty.= 5.28 M3

III. Carriage of Cement 6 Km MT 1000 M By H.L Quty.= 1.29 Mt

IV. Carriage of Stone 10 Km MT 1000 M By H.L Quty.= 0.88 M3

V. Carriage of Steel 20 Km MT 1000 M By H.L Quty.= 0.798 MT.

Filling Available Earth: Qty -5.875 @ 80% = 4.70 M3

Labour for fixing Barbed Wire 1500 Rft.

Angle Iron Fencing

Earth work 188×.0.50m×0.50m×0.50m= 23.50m3.

Stone Soling 3.52m3.

Proving and Laying Cement Concrete in (1: 3:6) mix = 23.50 m3

Centring/Sheltering 188x0.075mx4=28.20 M2.

Supply / Fixing of Angle Iron 188×2×4.5==1692 Kg Or 16.92Qtl.

Providing Barbed Wire 1500 Rfts @ 0.25 = 3.75 Qtls.

Painting with synthetic enamel paint 188 ×0.66×5=57.65 M2

I. Carriage of Sand (as per above estimate) Qils10.575 m3.

II. Bajrei (as per above estimate) 21.15m3.

III. Cement (as per above estimate)5.17MT.

IV. Steel (as per above estimate) 0.0677 MT.

V. Stone (as per above estimate) 3.52 M3.

Labour for fixing B/W 1500 rft.

Soil Conservation Works for Afforestation works in trenches at sochlipathri Ext Co/D33 Zone Budgam (Advt. Cost from S.No 23-27 =0.8712 Lacs)

Earth work excavation in hard soil for diging of treches of size 0.90 x 0.45 x 0.45 m and getting out of excavated soil , dumping of clean surface of soil separately for filling into the treches at the time of planting , dressing of sides and all operations completely

Extraction charges of plants from nursery beds, then their sorting , counting & bundling & head load carriage upto the dumping site

Mechanical carriage charrges including loading and unload of plants from nursery to dumping site

Head load carriage of plants from dumping site to working site a hilly terrain

Planting of plants in already dug out treches , filling the treches with clean surface of soil , after planting one plant in each trench , ramming around the plant for firm fixation and making of water harvesting sturucture around the plant downhill side

Soil Conservation Works for Afforestation works in pits at sochlipathri Ext Co/D33 Zone Budgam from ( Advt. Cost from S.No 28-32 =1.16 Lacs)

Earth work excavation in hard soil for diging of pits of size 0.45 x 0.45 x 0.45 m and getting out of excavated soil , dumping of clean surface of soil separately for filling into the pits at the time of planting , dressing of sides and all operations completely

Extraction charges of plants from nursery beds, then their sorting , counting & bundling & head load carriage upto the dumping site

Mechanical carriage charrges including loading and unload of plants from nursery to dumping site

Head load carriage of plants from dumping site to working site a hilly terrain

Planting of plants in already dug out treches , filling the treches with clean surface of soil , after planting one plant in each trench , ramming around the plant for firm fixation and making of water harvesting sturucturure around the plant downhill side

Soil Conservation Worksby way of planting of polyraised conifer species At sochlipathri Ext Co/D33 Zone Budgam ( Advt. Cost from S.No 33-39 = 0.74 Lacs)

Purchased of poly-raised conifer species

Earth work excavation in hard soil for making of pits of size 0.45x0.45x0.45m for planting of conifer species.

Loading charges of conifer polypots at Forest Department Nursery

Mechanical carriage charges of polypots from Forest Nursery to Sochlipathri unit at road side

Unloading charges of polypots at dumping site at Sochlipathri Unit.

Head Load charges of polypots of conifer species from dumping site to working site a hilly terrain

Planting of conifer plants (bagged) in already prepared pits by cutting the side of polypots, then filling it with soft soil and ramming firmly

Soil Conservation Worksbyfor Dibbling of H.C.Nuts At sochlipathri Ext Co/D33 Zone Budgam ( Advt. Cost from S.No 40-42 = 0.144 Lacs)

Cost of H.C. nuts , free from disease to be purchased locally from village

Earth work excavation in soft soil for making of staggered patches of size 0.45 x 0.45x 0.15m

Removing of pebbles from the patches , breaking of clods & dibbling of H.C. nuts in already prepared patches one in each patch and covering with soft soil evenly

Earth work excavation by manual means for making of foundations not exceeding 30cm in depth for laying of DRSM Checkdams/Retaining walls, excavated earth to be disposed, levelled and neatly dressed in.

Collection of Nallah stones from various pockets within an average lead of 75m including stacking of stones at working site and stack measurement reduced by 15% voids. = 196.47 cum - 29.47 cum = 167.00Cum

i) Cost of Crate-wire mesh of size 16' x 16' in 4"x 4" mesh (17 No./935.68 Kg)

ii) Cost of lids of size 4x4 in 4x4 mesh. (17 No./58.48 Kg)

Mechanical carriage charges of material from SICOP to Lassipora on roadside including loading unloading (17 Crates /17 Lids)

Headload carriage of Crate Mesh/lids from dumping site to working site. (17 Crates /17 Lids)

Earth work in excavation by manual means in hard and rough soil for preparation for foundation in shape of trenches for laying of crate wire structures including disposal of excavated soil to a safe place. Stone Length Breadth Depth 17' x 17'-00" x 5'-00" x 0.5 = 722.50 cfts

Collection of stones manually within an average lead of 50 mts including spliting and stacking at working site. The stack measurement reduced by 15% voids. = 145.00 M3 - 12.75 M3 = 123.25 M3

Construction of vertical bunds by boulder filling (dry hand packed tightly) as well as tipping, dressing and face lifting, excluding cost of stones and wire crates. 17' x 16'-00" x 4'-00" x 4'-00" = 4352 cfts =123.25 M3 (17 No./123.25 Cum)

Providing live willow posts of 10 feet long and avg. mid girth of 12" to 16" , straight, free from rot and disease.

Providing live willowposts of 8 feet long and avg. mid girth of 9" to 10" , straight, free from disease and rot.

Providing empty nylon bags free from defects of 50 Kg capacity.

Providing of steel iron clips made of iron sheet of 24 gauge of 18" length and 1.5" width.

Providing 4" steel nails.

Providing of 1.5'' steel nails

Headload cariiage of all material from dumping site to work site with contstruction of crib structures by fixing 10' long posts horizontally in 2' deep pits of size 2' x 1.'5 x 1.5', 6 Nos for each structure and fixing of 8' long posts on horizontal posts, 3 on each side with clips and nails then laying of earth filled nylon cement bags in layers etween the posts and consolidating each layer by ramming with feet and all operations.

Providing fo brush wood material of live willow mawas on two sides. (1/2 Qtls per structure)

Providing empty nylon bags (used) free of defects and having 50 kg capacity.

Preparation of bed by earth work in excavation, dumping of excavated earth downhill side, dressing of sides and all operations complete.

Filling of excavated earth in bags after breaking of clods and pulverization upto 80% capacity of the bag.

Sewing of earth filled bags with strings tightly including the cost of strings.

Headload carriage of earth filled nylon bags from site of filling to the site of placing.

Placing of earth filled nylon bags in position in gullies in layers and ramming with feet for firm fixation with sloping faces and all operations completed with numbering of each structure.

Excavation work by manual means in foundation tenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m all kinds of soil . LengthxBredthxDepth = 12.50x12.50x5.75=898.44cft Providing empty nylon bags (used) free of defects and having 50 kg capacity.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work up to plinth level. a) 1:5:10 (1 cement:5 coarse sand: 10 graded stone aggregate 40 mm nominal SizeLengthxBredthxDepth= 12.50x12.50x0.50=72.00cft

) 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal Size No x Length xB(bed) xB(Top) xH 2x 12x 1.50 x0.75 x 5.00=135.00cft 2x 9.75x 1.50 x0.75 x5.00=109.69cft 1x 9.00x x x0.2=20.25 cft Total= 264.94 Taking 85% quantity only=225.199

Dumping of stone on level 15% Qty vide item 2 b =39.74

Supply of stone quantity vide item 3 above. =39.74

Centring and shuttering including strutting, propping etc. and removal of form work for; Walls (any thickness) including attached pilasters, buttresses, plinth and string course etc. No X Sides X L (Av) X H = 4 X 2 X 9.75 X 5.00=390.00

12 mm cement plaster of mix 1:4 (1 Cement: 4 fine sand) No x Sides x L x D/H 4 x 1 x 9.75 x 5.75= 224.25

Material consumption Item No Qty Cement Sand Bajri 67 2.04 5.31 0.92 1.84 68 6.38 28.09 2.87 5.74 72 20.84 4.23 0.27 0.00 Total 4.06 7.58

MOHD SHABAN WANI

SHOWKAT AHMAD NAJAR

BASHIR AHMAD BHAT

SAIF-UD-DIN BHAT

ABDUL MAJEED BHAT