Construction of Brick Boundary Wall with heavy duty iron gate, earth filling and C.C. approach to Chief Judicial Magistrate Court Building at Kokrajhar with car parking garage and RCC Sentry post.

Amount

(A) Civil Work: Earth work in excavation for foundation trenches of walls, footing and colum,steps and septic tank etc. including refiling the quantity as necessary................spedified. (A) Up to a depth of 2.0 m Ground level. (a) In Ordinary Soil.

Providing brick work soiling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparting the subgrade as directed including all labour and materials and if necessary dewatering complete. (a) Brick flat soiling.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing, steps,walls,brick works etc. as directed and specified..........complete. (a) In prop 1:4:8

Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S. Code for R.C.C. work/R.B. walling including straightening,cleaning, cutting and bending to proper......... complete. (a) TMT bars (ii) Super Ductile (SD) TMT bar 8mm Tor rod.

Supplying, fitting and fixing in position reinforcement bars conforming to relevent I.S. Code for R.C.C. work/R.B. walling including straightening,cleaning, cutting and bending to proper......... complete. © ISI approved M.S bars

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering, strutting and propping etc hight of propping and centering below supporting floor to floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work in. 3.1.1. Foundation, footings, bases of colums. (ii) Using 25mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering, strutting and propping etc hight of propping and centering below supporting floor to floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work in. 3.1.1.2 Sides of tie beam, grade (ii) Using 25mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering, strutting and propping etc hight of propping and centering below supporting floor to floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work in. 3.1.3 Square, Rectangular, Polygonal in plan or any shape like Tee/L etc. having plane vertical face. (ii) Using 25mm thick plank

Providing & layi6ng reinforcement cement concrete works cement coarse sand & 20mm downgraded stone aggregate including dewatering if necessary and curing complete but excluding coast of from work and reinforcement for reinforce cement concrete work. (A) In Sub-Structure up to plinth level. (iii) M15 or 1:2:4

Providing & layi6ng reinforcement cement concrete works cement coarse sand & 20mm downgraded stone aggregate including dewatering if necessary and curing complete but excluding coast of from work and reinforcement for reinforce cement concrete work. (B) In Sub-Structure from plinth level upto 1st floor level. (i) Column, pillar, post, struts (b) M15 or Prop 1:2:4

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-Structure upto plinth level including dewatering if necessary. (b) In proportion 1:5

112mm thick 1st class brick nogged wall in cement morter including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level. b) In Proporation 1:4

Brick work in cement mortar with 1st class brick including ranking joints and curing complete. ( C) In prop 1:4

15mm thick cement plaster in single coat on fair side of brick/work concrete works etc. (b) In prop 1:4

Fi nishing wall with water proffing cement post of approved brand to give an even shade.

Supplying fitting and fixing M.S angles M.S flat etc. coarse. (a) M.S angle

Providing barbed wire

(B) Others Works: Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MORTH Specifications (with an initial lead of 5 Km) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) Using Grading II Material.

Providing brick work soiling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparting the subgrade as directed including all labour and materials and if necessary dewatering complete. (a) Brick on flat soiling.

Plain cement concrete floors base in prop 1:3:6 laid in alternate bays as specified with coarse agg.of size 13mm to 32mm including dewatering if necessary, and curing etc complete (iii) 100mm thick

Providing drain with brick work in cement mortar in prop 1:5 with half brick sides wall and 100 mm thick C.C (1:3:6) over on flat brick soling etc. (ii) 300mm wide average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

15mm thick cement plaster in single coat on rough side of single half brick wall for interior plastering upto 1st floor level including arrises, internal round angle not exceeding 80 mm in girth and finished even and smooth including curing complete as directed. (b) In cement mortar 1:4

Construction of Assam type Car Parking Garrage with Dyna Roofing etc.

Construction of RCC Sentry Post 2.50m x 2.50m

Biswajit Lodh Roy

Biswajit Debnath