Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date29 Apr 2025
Closing Date10 May 2025
Tender Amount₹ 6,44,076 
Notes
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Costs

Description

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Documents
Construction of MDM Dining Hall at multiple location in Malda District
Construction of MDM Dining Hall at Najirpur High School under Kaliachak-I Dev. Block, Malda.
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BOQ Items

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DO_NOT_SHOW

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Ordinary Cement conerete (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 a) Pakur Variety

8.47

4293

36378.88

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Artificial stone in floor, dado, staircase ete with cement concrete (1:2:4) with stone clups, laid in panels as directed with topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) includingsmooth finishing and rounding off corners including rakingout joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 175kg/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 (1) 25 mm thick

95.2

251

23895.2

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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. 1) Rajmahal Variety

8.1

5086

41181.34

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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. Tor steel/Mild Steel.

0.64

64243

41115.52

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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). (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the mitral 4 m. (1) 25 mm to 30 min shattering without staging in foundation.

36.84

215

7920.6

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

23.58

328

7734.24

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Brick work with Ist class bricks in cement mortar (14) (a) In foundation and plinth

4.09

4919

20099.03

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Brick work with Ist class bricks in cement mortar (16) (b) In superstructure, ground floor

3.54

5142

18223.25

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125 mm thick brick work with Ist class bricks in cement mortar (14) in ground floor

31.68

676

21415.68

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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] (n) With 14 cement mortar (d) 20 mm thick plaster

50.35

163

8207.05

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(c) 15 mm thick plaster (1.6) upto 4m

131

142

18601.29

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Neat cement punning about | 5mm thick in wall, dado, window sill, floor etc NOTE Cement 0 152 cum per 100 sq m

214.92

34

7307.11

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MS or WI Ornamental grill of approved design joints continuously welded with MS. WI Flats and bars of windows, railing etc fitted and fixed with necessary screws and lugs in ground floor (1) Grill weighing above 10 Kg/sq mtr and up to 16 Kg/sq mtr

3.24

10021

32468.04

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Supplying 1.5 mm thick MS sheet fitted and fixed on one or both faces of MS/WI gate ete with point welding at not more than 150mm apart complete in all respect as per design ineluding cost of all labour and materials

2.7

993

2681.1

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MS gate of Jail type as per approved design made of strong MS frame work. intermediate stiffeners and round/ square bars or angles M.S sheet (not less than 14 gauge) gussets, cleats ete, ineluding necessary riveting, bolting, welding. locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in-charge.

0.63

10160

6400.8

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White washing including cleaning and smoothening surface thoroughly a) One Coat

158.61

20

3173.69

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Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly (11) External surface (Ground floor) b) Two coats (on new works only) (1) Other than yellow, pink

38.95

15

593.99

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Colour washing with any shade with Stainers, as required including eleaning and smoothening surface thoroughly (1) Internal surface (All floor) b) Two coats (on new works only) (1) Other than yellow, pink

119.66

20

2466.09

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(a) Priming one coat on steel or other metal surface with synthetic oid bound primer of approved quality ineluding smoothening surfaces by sand papering etc

6.3

38

239.4

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

6.3

81

510.3

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MS structural works in roof trusses with tubular sections conforming to IS 806-1968 & IS 1161-1998 conected 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 are 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 rolled steel section, consumables suchas electrodes, gas and hire charge of all tools and plants and labour reqired for the work ineluding all incidental chages such aselectricity charges, labour insurance charges ete Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m/2nd floor level from the ground Add 15% extra over the rate for each additional floor or 4m beyond the initial 8 m or part thereof 1) For trusses spanning up to 12.00 m

1.5

61387

92080.5

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Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, lumpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap (Payment to be made on area of finished work) (GCI sheet to be supplied by contractor (1) In Roof- b) With 0 63 mm thick sheet

104.97

644

67602.61

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Galvanised iron sheet ridging litted with necessary bolts, screws, washers ete Complete (225mm end lapping) 450 mm lapping each way With (063 mm sheet)

11

490

5390

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Supplying, fitting and fixing glass romforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS 12866-1989 in roof fitted and ised with 10 mm dia "J" or "L" hook, bolts and nuts, limpet and bitumen vashers and putty with 150mm end lap and one corrugation minimum side lap complete a) 16mm +/- 02 mm thick sheet (2 6Kg/Sq m) Natural white or tinted blue colour

26.24

768

20154.62

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Galvanised or painted wind-the made of MS flats, fitted and fixed complete ncluding cost of necessary fittings, b) Made with 50 mm X 6 nm Nails

2.4

144

345.6

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Supplying, fitting, fixing. Chain link fencing of approved quality with R.CC posts wooden posts or iron posts by means of galvanised "C" clips to grid of monzontal strands of galvanised ingh tensile spring steel wire of 12 SWG which mave to be tensioned and fixed to the vertical posts by means of galvarused pecial clips, bolts and nuts etc VID 25 mm x 25 mm x 12 g

34.2

367

12551.4

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Supplying, futing & fixing UPVC pipes A- Type and fittings conforming to S13592-1992 wnh all necessary clamps nails, including making holes in walls. Hoor ete cutting trenches in any soil through masonry concrete structures ete af ecessary and mending good damages including joining with jomting materails Spun Yarn, Valamoid / Bitumen / M-Seal etc) complete UPVC Pipes 110 mm Dia

9.6

251

2409.6

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Sub Total

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-

-

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GST 18%

1

97276

97276.12

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Cess 1%

1

6376

6376.99



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