Asansol Durgapur Development Authority Tender

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Asansol Durgapur Development Authority - ADDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date3 Oct 2022
Closing Date19 Oct 2022
Tender Amount₹ 11,12,240 
Notes
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Costs

Description

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BOQ Items

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Filling in foundation or plinth by Fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

29

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640.86

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

287.1

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324

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. Pakur Variety

29

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4838.36

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Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

131

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5035

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Hire and labor charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns , lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25mm to 30mm thick wooden shuttering without staging in foundation. For the work in foundation (PCC side and column raft sides)

53

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205

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface(i) With 1:6 cement mortar. ii)15 mm thick plaster

653

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136

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Neat cement punning about 1.5 mm thick in wall, dado,window sills, floor, etc. Cement 0.152 cum per 100 sqm

653

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34

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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications

174

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115

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Hire and labor charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns , lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. Ground Floor.

30.23

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363

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety

1.7

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5402.75

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary) cuttings to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Tor steel/Mild steel, For the work in foundation, basement and up to roof of ground floor/4.00 m JSW / JSPL /SHYAM /SRMB /BMASL /ELECTROSTEEL /SSL.( Tor Steel Rods/HYSD/Fe 415/Fe 500/Fe 500D. ).

0.12

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54413.87

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation foundation.

96

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77.54

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Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound in conformity with the municipal corporation rules for such disposal loading into truck and cleaning the site in all respect as per direction of E.I.C

9.6

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166

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G.S.T. @ 18%

1

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199957.05

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Cess @ 1.0%

1

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13108.3



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