BARBED WIRE FENCING, CONSTRUCTION OF CRIB WALL, PROVIDING AND LAYING EARTHEN BAG EMBANKMENT, CONSTRUCTION OF INSPECTION PATH (0.50) Afforestation of naked rooted saplings in Pits Patch Sowing and Dibbling of H.C. Nuts AT SAGIPORA BARAMULLA

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge (front 975 rft full angle) 190(wooden) + (184+122) angle x 0.30mx0.30mx0.45m = 20.08 cum

Soling stones in horizontal including cost of stones ramming and watering the same complete job. 306x 0.30m x0.30mx 0.075m = 2.06 cum

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1: 3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 306 x 0.30mx0.30mx0.45m = 12.39 cum

Centering and shuttering including strutting, propping etc. and removal of form for:. Foundations, footings, bases of columns etc. for mass concrete 306 x4 x0.30mx0.075m = 27.54 sqm

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including its carriage up to site of work complete Angle (50x50x6mm) 306x 1.98m x 4.5kg = 2726.46 kg Gate (ver) = 2x1.5m (hor) 2x1.5m= 6m @ 4.5kg = 27kg Flat (25x5) = 6x1.50m = 9m @ 0.785kg = 7.06 kg 2760.52 kg

Providing of Black Annealed Barbed wire with line wire dia. 2.5mm & point wire dia. 2mm having barbs at a distance of 75mm+ 12mm conforming to relevant IS specification including its carriage up to site of work complete 3850rft x .30 = 1155 kg (LMR)

Providing / supplying Robinia wooden posts of length 1.85m with minimum mid girth of 8” straight without disease and defects 1x 190 no = 190 no

Providing u-nails made of cold steel wire of 4mm dia. hot dip galvanized 1x15.2kg = 15.2 kg

Labour charges for fixing wooden posts into prescribed pits including refilling earth,compaction ,tipping, charring & carriage up to site of work complete 190 No

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work 496x 0.20m x1.52m = 150.78qm

Providing and installing sign board made out of ISA 50x50x6mm having total height 7'-6"’ fitted with angle iron frame of 50x50x6mm under ( 2’-0"x4') CR sheet of 20 guage duly welded and fitted with nuts and bolts where ever necessary with painting and writing complete to be installed at site in (1’-6”x1’-6”x1’-6”) pits in cement concrete including its carriage upto site of work complete Qtty = 2’-0”x4’-0”=8sft @ 3.84kg/sft = 30.72 kg

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers or by welding as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm 1.20mx1.50m = 1.80sqm

Carriage of different materials from sourse to site of work

Sand average 25km by MT and 1000m by HL

Stone aggregate 20mm average 25km by MT and 1000m by HL

Cement average 15 km by MT and 1000m by HL

LAYING OF EARTHEN BAG EMBANKMENT AT SAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Supply of empty cement bags Qtty = 1 x 24000 no = 24000 No.

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 0.30mx0.25mx0.40m = 0.036 cum x 24000 no = 864 cum

Carriage of empty cement bags average 20 km by MT & 500m HL Qtty = 1 x 24000 no = 24000 no

CONSTRUCTION OF CRIB WALL AT SAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Providing live willow/posts of 10’-0’ long and average mid girth of 12” to 16” straight free from roots and disease 1x 6no x 30 no = 180 No

Providing live willow/posts of 8’-0’ long and average mid girth of 9” to 10” straight free from roots and disease 1x 6no x 30 no = 180 no

Providing empty cement bags free from defects 1x 50 no x 30 = 1500 No.

Providing of steel iron clips made of iron sheets of 24 guage of 18” length & 1’-6” width 1x 18 no x 30= 540 no

Providing 4” steel nails 1x 1kg x 30 no = 30 kg

Providing 1-1/2” steel nails 1x1/2 kg x 30 no = 15 kg

Carriage including head load of all materials including construction of crib by fixing of posts vertically in 2’-0” deep pits of size 2’-0’x1’-6”x1’6” 6 nos for each structure & 8’-0” long posts horizontally in pits 3 nos with earth filled nylon bags in between in layers as directed ramming with feet all operations ,placing of grass over top surface 1 x30no = 30 No

Providing & laying of brush wood materials of live willow mawa on two sides procured locally 1x ½ qtl x 30 no =15 Qtl

LAYING OF CRATE WIRE STRUCTURE AT SAGIPORA BARAMULLA ,CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x 35= 59.5 cum

Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum Deduct 15% voids = 1.08 cum T= 6.17 cum x 35 = 215.95 cum

Carriage of stones average lead of 600 m by head load Qtty vide (3) =215.95 cum

Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”= 16 sft 288sft @ 220gram / sft = 63.36kgx 35= 2217.6 kg

LAYING OF DRSM CHECK DAMS AT SAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job. (At Spots):- 1x( 1.50m + 1.20m)/2 x 1.20m x 182m = 294.84 cum D/d 15% voids = (-) 44.22cum ----------------------------- T= 250.62 cum or say 250cum

Afforestation of naked rooted saplings in Pits at SAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Soil work in excavation forpreparation of staggered pits of size 0.45x0.45x0.45 mts in dense hard soil ,maintaining the required distances from pit to pit, dumping of clean surface soil seperately for refilling into the pits at the time of planting and rest down hill side of the pits, than planting charges of Naked Root B.L. plants in the middle of the pits into alreadydug out pits ,refilling of pits with clean pulverised top soil, ramming around the plants firmly with feet for firm fixation excluding the purchase of planting materials but includes the Mechanical carriages of Naked Root B.L. plants / handling charges of planting materials including all other operations of CO:KANDI/23 Sagipora in District Baramulla

Sowing of Conifers seeds and other plant seed into patches (9000) and Seed balls (4500) in CAMPA Unit under CAMPA plan AT HSAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Soil work in excavation for preparation of patches of size 0.45x0.45x0.15 / 0.30x0.30x0.20 mts in dense hard soil ,maintaining the required distances from patch to patch and dumping of excavated soil down hill side of the patches , than sowing of Coiers seeds and other plant seed into patches (9000) into patches atleast 2 Nuts in a patch including cost/ carriages of seeds and all other operations complete job AT HEEWAN BARAMULLA CO: /79 ( CAMPA 2023-24)

Soil work in excavation for preparation of patches of size 0.45x0.45x0.15 / 0.30x0.30x0.20 mts in dense hard soil ,maintaining the required distances from patch to patch and dumping of excavated soil down hill side of the patches , than sowing of Coiers seeds and Seed balls (4500) into patches atleast 2 Nuts in a patch including cost/ carriages of seeds and all other operations complete job AT HEEWAN BARAMULLA CO: /79 ( CAMPA 2023-24)

CONSTRUCTION OF WATER HARVESTING POND AT SAGIPORA BARAMULLA , CO:KANDI/23 (UNDER CAMPA FY- 2023-24)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth up to 1.5mtr. including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed 2x28’-0”x2’-6’x3’-0” = 420cft 2x24’-6’x2’-6’x3’-0’ = 367.5cft ------------- 787.5cft or 22.3cum All kind of soil 60% = 13.38cum

Ordinary rock @ 40%= 8.92cum

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. ½ x32’-0”x32’-0”x 5’-0” = 2560cft or 72.5cum All kinds of soil : @ 60%= 43.5cum

Ordinary Rock @ 40% = 29cum

Laying/Dumping of soling stone in horizontal excluding cost of stones Qtty vide (1)= 262.5sft x 6”’ = 131.25cft Bed = 25’-0”x25’-0”x6”=312.5cft --------------- 443.75cft or 12.42cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. a) 1:4:8 (1 cement: 4 coarse sand :8 graded stone aggregate 40mm nominal size) crushed Qtty vide (2) = 887.5x3”= 221.75cft or 6.28cum

b)1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size) crushed 2(27’-6”+25’-0”)x(1’-0”+2’-0”)/2x 6’-0” = 945cft or 26.76cum

Centering and shuttering including propping, strutting etc. & removal of form for; walls (any thickness) including attached pilasters, buttresses, plinth & string courses 4x25’-0”x6’-0”=600sft 4x27’-6”x4’-9”’-0”= 522.5sft ------------- 1122.5sft or 104.32sqm

15mm cement plaster of mix 1:4 ( 1 cement : 4 Course sand) (wall) =4x25’-0”x4’-4” = 433sft 2(27’-6”+25’-0”0x4’-4”=454.65sft 2(27’-6”+25’-0”)x1’-0”=105sft 992.65sft or 92.25sqM

Carriage of different materials from source to site of work a) sand average 25 Km by MT & 350m HL

b) Stone aggregate average lead of 25 km by MT & 350m HL

c) cement average lead of 25 km by MT & 350m by HL

CONTOUR TRENCHES AT KANDI SAGIPORA Co. 23/ (UNDER CAMPA FY- 2023-24)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr. from cutting edge, disposed earth is to be levelled and neatly dressed. 1x3’x1.5’x1.5’= 6.75 cft or 0.19 cum x 1000 = 190 cum

ADIL AZIZ SHAGOO