West Bengal State Marketing Board Tender

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The WBSMB has issued a formal invitation for competitive bids for the West Bengal State Marketing Board project, for Construction Of Goat Shed And Repairing Of Fish Shed At Gasair Hat Under Cooch Behar Zilla Regulated Market Committee. in Cooch Behar, West Bengal, with an estimated contract value of Rs. 9,53,672. The bid opening date for this tender is 28-03-2025 and the last date for bid submission is 11-04-2025. Interested bidders for West Bengal State Marketing Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

West Bengal State Marketing Board - WBSMB Tender

Opening Date28 Mar 2025
Closing Date11 Apr 2025
Tender Amount₹ 9,53,672 
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BOQ Items

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(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

45

29

1305

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Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping).A) 300 mm lapping each way (a) With 0.71 mm sheet

13.25

394

5220.5

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Painting with ready mixed red lead paint of approved make and brand : (a) One coat

19.8

32

633.6

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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, Grount floor (ii) With 1:6 cement mortar (b) 20 mm thick plaster

33.05

161

5321.05

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(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)

45

79

3555

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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, Grount floor (iii) With 1:4 cement mortar (c) 10 mm thick plaster

61.76

126

7781.76

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(a) 25 mm to 30 mm thick wooden shuttering as per decision &direction of Engineer-In-Charge.

91.52

328

30018.56

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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.

15.94

77

1235.6

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Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping).A) 300 mm lapping each way (a) With 0.71 mm sheet

19

394

7486

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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.

131.02

322

42189.41

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Add GST @Rs. 18.00%

1

144035

144035

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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 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

50.88

205

10430.4

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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.

32.59

34

1107.99

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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, Grount floor (ii) With 1:6 cement mortar (c) 15 mm thick plaster

62.04

141

8747.36

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Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer

124.26

30

3827.21

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Add Labour Welfare Cess @Rs. 1.00%

1

9442

9442

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(II) Cement concrete with 30 mm down graded shingles excluding shuttering. (a) 1:3:6 proportion N.B. Variety

9.83

3393

33343.01

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Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth

10.41

4896

50982.05

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

124.26

49

6088.74

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Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet

114

896

102144

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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), cutting 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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

1.38

61180

84490.12

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M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all weight of structural tubular memebrs as specified in relevent IS code in finished work. i) For trusses spanning up to 12.00 m

1.04

74284

77032.51

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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) N.B. Variety

20.05

4807

96385.16

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick

52.06

341

17753.48

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.(ii) 25 mm. thick 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement

32.4

341

11048.4

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A) 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)

18.56

431

8006.41

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M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. code in finished work. Payment for gusset, bracket, cleat may be made by complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent ISadding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part hereof.i) For roof truss works a) Span up to 12 Mtr

0.63

74284

46427.5

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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 and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.

48.29

119

5759.19



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