Construction of Chain Link Fencing

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and reamming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. Do for Foundation (Per Post) 0.45X0.45X0.60= 0.1215 CuM

Dry brick pitching half brick thick in drains, etc. including supply of bricks and preparing the surface complete: 16.12.1 with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Do for foundation bed (per post) 0.30x0.30= 0.09 CuM

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size de rived from natural sources) In sub structure (per post) 0.30x0.30x0.15 =0.0135 CuM 0.125x0.125x0.375= 0.005859 CuM Total= 0.019359

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15˚ landings, balconies, shelves, chajjas, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcement with 1:1.5.3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone agggregate 20 mm nominal size derived from natural sources). In super structure- 0.125x0.125x1.50 = 0.023438 CuM

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete For bed of post (per post) 1.20x0.15= 0.18 Sqm

Columns, Pillars, Piers, Abutments, Posts and Struts For bed of post (per post) 0.50x1.875 = 0.9375

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Reinforcement TRM (per post) a) 8 mm dia bar 2 sides x 4 nos. x 0.30x0.395 = 0.948 Kg 3 sides x2.175x0.395 = 2.577375 Kg Total=3.5253 75 Kg

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all lcomplete above plinth level. 5.22A.1 Mid steel and Medium Tensile steel bars b) 6 mm dia bar 14x0.40x0.222 = 1.2432 Kg

Cost of Chainlink fence Supplying, fitting and fixing chain link fencing of 10 SWG G.I. Wire 75mm x 75mm mesh (hot dip quality) fitted to R.C.C. Post including supplying, fitting and fixing hooks, eye bolts including horizontal lines of G.I. wire 10 S.W.G. for keeping the fencing tight and erect complete. The rate includes the cost of labour charge and other taxes complete. (per 100 m) 100.00 x 1.20 = 120.00 sq.m

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 Kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for seperately):- Payment to be made per metre cost of total length of barbed wire used. (Per 100 M) With G.I. barbed wire: 100 M x 3 strand = 300.00 M

MS/APS ENTERPRISE

B.G. Enterprises

SHRI SUSHANTA KUMAR NAYAK

SHRI SIMANTA JYOTI BORUAH

SHRI NITU SONOWAL

M/S VIJAY AGARWAL AND SONS