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. S-8 Tosimaidan Zone Khag

Amount

Soil Conservation Works for composed Barbed wire fencing of Wooden posts & Angle Iron post at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 1-23 = 5.52 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___________L.S

Sign Board Including painting/Writing and Carriage

U- Nails etc 15 kg

I. Carriage of Sand Avg.25km MT 1060 by H.L Quty.= 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 Qty.= 0.798 MT

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

Labour for fixing Barbed Wire 1500 Rft.

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 (28.20 /16.92 Sqm/Qtl)

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

Providing Barbed Wire 1500 Rfts

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 planting of polyraised conifer species at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 23-28 = 1.85 Lakhs)

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 Works for Dibbling of H.C.Nuts at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 29-31 = 0.144 Lakhs)

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

Soil Conservation Works for sowing of grass seed in patches at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 32-34 = 0.144 Lakhs)

Purchase of Red clover seed locally from village

Earth work excavation in soft soi,l for making of staggered patches of size 0.45+ 0.45+ 0.15 m

Removing of pebbles from the patches , breaking of colides and sowing of Red clover seed in already prepared patchesd and covering the seed 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. Length x Breadth x Depth 118.00 x 1.82 x 0.30 = 64.42 Cum

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. = 247.61 cum -37.14cum = 210.47 Cum

Soil Conservation Works for Construction of Crate work at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 38-42 = 2.30 Lakhs)

i) Cost of Crate-wire mesh of size 16' x 16' in 4"x 4" mesh (24/1320 No./Kg)

ii) Cost of lids of size 4x4 in 4x4 mesh.(18/61.92 No./Kg)

Mechanical carriage charges of material from SICOP to Lassipora on roadside including loading unloading

Headload carriage of Crate Mesh/lids from dumping site to working site. (24 Crate/18 Lid)

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. Structure Length Breadth Depth 24' x 17'-00" x 5'-00" x 0.5 = 1020 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. = 204.29 M3 - 30.64 M3 = 173.65 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. 24' x 16'-00" x 4'-00" x 4'-00" = 6144 cfts =173.87 M3 (24/173.87 No./Cum)

Soil Conservation Works for Construction of Water Harvesting Tank at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 43-49 = 0.60 Lakhs)

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 Size LengthxBredthxDepth 12.50x12.50x0.50=72.00cft

b) 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal Size No x Length x B(bed) x B(Top) x H 2x 12x 1.50 x 0.75 x 5.00 =135.00cft 2x 9.75x 1.50 x 0.75 x 5.00 =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; f) 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 2a 2.04 5.31 0.92 1.84 2b 6.38 28.09 2.87 5.74 6 20.84 4.23 0.27 0.00 Total 4.06 7.58

Soil Conservation Works for Construction of Water Harvesting Tank at Tosamaidan/sutharan (1) Co/S-8 zone khag (Advt. Cost from S.No 50-56 = 0.60 Lakhs)

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 Size LengthxBredthxDepth 12.50x12.50x0.50=72.00cft

b) 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal Size No x Length x B(bed) x B(Top) x H 2x 12x 1.50 x 0.75 x 5.00 =135.00cft 2x 9.75x 1.50 x 0.75 x 5.00 =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; f) 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 2a 2.04 5.31 0.92 1.84 2b 6.38 28.09 2.87 5.74 6 20.84 4.23 0.27 0.00 Total 4.06 7.58

Soil Conservation Works for Construction of Water Harvesting Tank at Tosamaidan/sutharan (2) Co/S-8 zone khag (Advt. Cost from S.No 58-64 = 0.60 Lakhs)

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 Size LengthxBredthxDepth 12.50x12.50x0.50=72.00cft

b) 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal Size No x Length x B(bed) x B(Top) x H 2x 12x 1.50 x 0.75 x 5.00 =135.00cft 2x 9.75x 1.50 x 0.75 x 5.00 =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; f) 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 2a 2.04 5.31 0.92 1.84 2b 6.38 28.09 2.87 5.74 6 20.84 4.23 0.27 0.00 Total 4.06 7.58

Soil Conservation Works for Construction of contour trenches at Tosamaidan Co/S-8 zone khag (Advt. Cost from S.No 66 = 0.83 Lakhs)

Earth work excavationin hard soil for making bof contour trench of the size 3.00".1x50.1x50. for moisture consevation Nos Length Breadth Depth 1000 3' 1.5 1.5 =191.16 Cum.

ashaq hussain wani

SHOWKAT AHMAD NAJAR

GH MOHAMMAD DAR

ABDUL MAJEED BHAT

SAIF-UD-DIN BHAT

AB RASHID PARAY

MUSHTAQ AHMAD WANI