Const. of Boundary Wall and Drain around Gojai Monai Khetra, Boginadi

Amount

BOUNDARY WALL :

Earth work in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Up to a depth of 2.00m below the existing ground level. a) In ordinary soil

Providing brick soling in foundation and under floor with stone/ best quality picked jhama bricks, sand packed and laid to level and in panels after preparing the surface as directed including all labour and materials and if necessary dewatering complete . a) Brick on flat soling

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 curing complete ( shuttering where necessary shall be measured and paid separately ) (a) In prop. 1:3:6

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (ii)Super Ductile (SD) TMT reinforcement bars. c) ISI approved Mild steel reinforcement bar(M.S.Bar).

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 ceiling not exceeding 4.0 m and removal of the same for insitu reinforced cement concrete and plain concrete work in : Foundation, footing, base of columns, pile cap, raft and mass concrtete works etc. ii) Using 25 mm thick plank

Sides of tie beams, plinth beams, grade beams etc.at or below ground level. (ii) Using 25 mm thick plank

Columns, pillars ,posts & strut a) Square, Rectangular, polygonal in plan or any shape like Tee/ L etc having plane vertical face. II) Using 25 mm thick plank

Sides and soffits of beams, beam haunching, cantilever girders, bressumers, lintels and horizontal ties. II) Using 25 mm thick plank

Providing and laying plain/reinforced cement concrete work with coarse sand & 20 mm down graded stone aggregate including dewatering if necessary and curing complete supply of materials but excluding cost of form work and reinfircement for reinforced cement concrete work ( form work and reinforcement will be measured and paid separately ) (I) Using mixture machine (A ) In sub-structure upto plinth level. I) Foundations, footings, columns with base tie and plinth beam, grade beam ,pile cap ,base slab, retaining wall, walls of septic tank, inspection pit and the like and other works not less than 100mm thick upto plinth level. N) Without using admixture, plasticiser a) M 20 grade concrete or Prop 1:4

B ) In super structure from plinth level up to 1st floor level. ii ) Columns, pillars, posts, struts, suspanded floor, roof, landing, shelf and support, balcony, lintel,sill band , beam, girder, cantilever,staircase (except spiral staircase and landing) including preparing of top surface and finishing of nosing.

Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary and curing complete as directed in sub structure upto plinth level. (I) In Sub-structure upto plinth level including dewatering if necessary. a) In proportion 1:4

1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately). a) In cement morter in proportion 1:4 ( 1 cement :4 sand)

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side. a) In cement mortar 1:4

Finishing old /new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels ( two coats)

BRICK DRAIN WORKS :

Earth work in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. A) Up to a depth of 2.00m below the existing ground level. a) In ordinary soil

Providing brick soling in foundation and under floor with stone/ best quality picked jhama bricks, sand packed and laid to level and in panels after preparing the surface as directed including all labour and materials and if necessary dewatering complete . a) Brick on flat soling

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 curing complete ( shuttering where necessary shall be measured and paid separately ) (a) In prop. 1:3:6

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

Cement plaster skirting with cement mortar ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement including rounding of juctions with floor. b) 20 mm thick .

NIPON JYOTI SONOWAL

CHANDRAMONI HAZARIKA