Providing and Fixing of Barbed Wire Fencing with Angle Iron Posts (1/3) on front side and wooden posts (2/3) on other side, Crate wire structure and construction of DRSM check dams at Hafrada Compartment 4 d/Kupwara, District Kupwara. CAMPA. 2021-22.

Amount

BARBED WIRE FENCING WITH ANGLE IRON ON FRONT SIDE AND ANGLE 33% AND WOODEN POSTS 66% ON OTHER SIDE AT HAFRADA CO-4D KUPWARA (SIX STRANDS)

Providing & fixing of Angle Iron Posts made of MS Angles including cutting,hoisting, fixing in position and applying a priming coat of approved red oxide steel primer including all carriages loading & unloading from approved source up to site of work

Supply of Robinia Posts of minimum Ht= 6'-6", minimum mid-girth 8" including Mechanical carriage, Head load, loading & unloading etc from approved source up to site of work complete

Providing & Fixing of Black annealed Barbed Wire dia 2.5 mm, point wire dia 2.00 mm having barbs at a distance of 75mm, plus -minus 12 mm conforming to relevant ISi specification (IS:278& 280. Product code BAWB. including all carriages from approved source up to site of work complete.

Supply & fixing of required size of U- Nails Including including Mechanical carriage, Head load, loading & unloading etc from approved source up to site of work complete

E/W in excavation in foundation trenches or drains {not exceeding 1.5 mts in width as well as 10 sqmts on plan) including dressing of sides & ramming of bottoms, lift up to 1.5mts &'lead of 50 mts including getting out the excavated soil and disposal of surplus excavated soil as directed

Supply & laying dry stone soling hand packed including ramming, watering and dressing. Angle Iron Posts

Providing & laying cement concrete of specified grade excl cost of centering and shuttering 1:3:6 (1cement, 3 coarse sand, 6 graded stone aggregate 20mm nominal size )

Centering and shuttering including strutting, propping etc and removal of form work for.Walls, pilasters, plinths, string courses etc

Fixing of Robinia Posts in earthen Pits of prescribed size, with Debarked in Centre, tarring of bottom portion of posts and tipping of top portion of posts

Filling available earth (excluding rock) in trenches in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mts and lift upto 1.5 mts

Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to given an even shade. (two or more coats on new work

Carriage of materials by Mechanical Transport from Source up to dumping site of work av. 30 Kmts

a) Sand

b) Bajri 20mm

c) Cement

d) Soling stones 40mm

Carriage of materials by Head Load from dumping site up to site of work 500 mts

a) Sand

b) Bajri 20mm

c) Cement

d) Soling stones 40mm

CONSTRUCTION OF CRATE WIRE PROTECTION BUNDS AT HAFRADA CO-4D KUPWARA

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

Hand-packing stones in wire-crates; excluding cost of crates and stones

Carriage of stones average lead of 600 m by head load

Supply of crate wire mesh (4”x4”) including lids & its carriage up to site of work

EXECUTION OF SOIL CONSERVATION WORKS (AS DETAILED BELOW) BY WAY OF ERRECTION OF DRSM CHECK DAMS CO. 4/D HAFRADA

Construction of DRSM check dam with fashioning of stones to be used along the exposed faces 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 1’-0” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones,but including its carriage up to site of work,(Stake measurement to be reduced by 15% for voids) including numbering of DRSM check dams by paint complete job with carriage of 1000m by head load for stone 58.2mx (1.2m+1.5m)/2x1.2m(average)=94.28cum Deduct 15% voids = 14.14cum T = 80.14cum say 80 cum

M/S ABDUL SAMAD DAR

ZAHOOR AHMAD MIR

MR MANZOOR AHMAD MALIK

KHURSHID AHMAD SHEIKH

ABDUL RASHID SHEIKH