Animal Resources Development Department Tender

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Animal Resources Development Department - ARD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Feb 2024
Closing Date4 Mar 2024
Tender Amount₹ 44,91,250 
Notes
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Costs

Description

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Documents
Construction of Bank Protection wall along the Pond, Repairing and Strengthening of existing road with allied cross drainage and Reconstruction of boundary wall at the rear side of Gazole Feed Plant, Gazole, Malda under WBLDCL F.Y. 2023-2024.
The Contractor is to quote the rate on Percentage BOQ format of the components as specified in the BOQ.The percent rate (less or excess from scheduled rate) will be quoted in the BOQ.Rate quoted shall be including GST, Cess, other taxes/all other charges.
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BOQ Items

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Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be ecessary).

450

4950

11

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Surface Dressing of the ground of any kind of soil including removing vegitation inequalities note xceeding 15cm depth and disposal of the rubbis within a lead up to 75m as directed

857.5

8575

10

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing i and ramming the bottom, bailing out water as required complete.

594.59

70916

119.27

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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) (a) With earth obtained from excavation of foundation.

240.68

18662

77.54

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Earth work in filling in foundation trenches or plinthwith 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) c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth

10

3127

312.71

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Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches

902.8

21667

24

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor.

469.38

317300

676

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Filling in foundation or plinth by silver 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)

1.05

452

431.31

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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 ast per relevant IS codes. a) Pakur Variety

39.78

188593

4740.9

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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.(i) Pakur Variety

276.75

1457326

5265.86

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bers, stirrups, binders etc initial straightening and removal of loose nust Of necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 10 gg black annealed wire at every intersection, complete as per drawing and direction () For works in foundation, basement and upto ref of ground floor/upto 4m (1) Tor steel/Mild Steel

4.97

303354

61037.13

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabi, beams and columre, lintels curved or straight inchading fitting, Rising and striking out after completion of works (upto roof of ground floor) in any concrete work a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

1327.4

435387

328

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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, nising and drip course, scaffolding/staging where necessary (Ground floor) [Excluding cost of chipping over concrete surface)-() With 1: 6 cement mortar (b) 20 mm thick plaster

1543.4

251574

163

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

380.5

12937

34

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Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): (a) One coat

1285.4

11799

9.18

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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: (iii) Two coats.

1285.4

62984

49

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M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)

10.47

104572

9984

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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 30 Grade

70

411170

5873.86

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required racing 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)(f) 25 mm to 30 mm shuttering without staging in foundation

68.4

14022

205

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GST (18%) (Sl. No. 1 to 22) of Rs. 37,68,459=28 i.e. Rs.6,78,322=67

1

678322

678322.67

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Labour Welfare CESS 1% of Rs. 44,46,781=95 i.e. Rs. 44,467=82

1

44467

44467.82



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