West Bengal Zoo Authority Tender

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West Bengal Zoo Authority - WBZA Tender

Works
Civil Works Others
Eprocure
Opening Date9 Jan 2019
Closing Date30 Jan 2019
Tender Amount₹ 17,58,458 
Notes
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Costs

Description

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Cement concrete with graded stone bllast ( 40 mm size excluding shuttring) a) 1:3:6 proportion

8.36

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5190

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OrdinaryCement Concrete (mix 1:2:4) with graded stone chips (20 mm down) excluding shuttring and reinforcement if any, in ground floor. As per IS456-2000 a) Pakur Variety

2.1

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5275.74

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OrdinaryCement Concrete M20 (mix 3:1.5:1) with graded stone chips (20 mm down) excluding shuttring and reinforcement if any, in ground floor. As per relevant IS codes.

22.34

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5830.72

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Hire and labour charges for shuttring with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, cplumns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) 25 mm. to 30 mm. thick wooden shuttering without staging in foundation

213.72

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209

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Reinforcement for reinforced concrete work in all sorts of structures i/c. distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction (For all floors)

2.1

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58249

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Brick work with 1st. class brick in cement morter (1:6)

45

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5306

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Plaster (to wall, floor, celling etc.) with sand and cement morter 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 morter c) 15 mm thick plaster

233.94

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145

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M.S. structural works in columns, beams, etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 808 & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting .........................

3952.32

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59.12

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Supplying, fitting, fixing, chain link fencing of approved quality with R.C.C. posts wooden posts or iron posts by means of galvanised "c" clips to grid of horizontal stands of galvanised high tensile spring steel wair of 12 S.W.G. which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolt and nuts etc. III) 50 mm x 50 mm x 8 g

228

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414

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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, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. b) With 0.63 mm thick sheet

117.72

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644

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

814.83

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29

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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:

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79

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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. a) Two Coats

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Night Shelter of Wolf Enclosure at Zoological Garden, Alipore

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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 removeing, spreading or stacking the spils within a lead of 75m. As directed. The item includes necessary triming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500 mm.

16.96

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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 water and raming etc. layer by layer complete. (Payment to be made on basis of measurment of finished quantity of work). a) With earth obtained from excavation of foundation.

3.39

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77.54

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A. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and cosolidating same by thorough saturation with water raming complete including the cost of supply of sand. (Payment will be made on profile measurment before and after work)

22.95

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936.21

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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

42.38

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358

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OrdinaryCement Concrete (mix 1:2:4) with graded stone chips (20 mm down) excluding shuttring and reinforcement if any, in ground floor. As per IS456-2000 a) Pakur Variety

0.03

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Cement concrete with graded stone bllast ( 40 mm size excluding shuttring) A) Pakur Variety a) 1:3:6 proportion

6.28

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5190

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OrdinaryCement Concrete M20 (mix 1:1.5:3) with graded stone chips (20 mm down) excluding shuttring and reinforcement if any, in ground floor. As per relevant IS codes.

16.66

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5830.72

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Hire and labour charges for shuttring with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, cplumns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Chargr

175.97

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335

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Reinforcement for reinforced concrete work in all sorts of structures i/c. distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction (For all floors) (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

1.57

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58249

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Brick work with 1st. class brick in cement morter (1:6)

30.55

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5529

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Plaster (to wall, floor, celling etc.) with sand and cement morter 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]

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A. Outside Wall c) 15 mm thk. plaster (With 1:6 Cement Morter)

95.63

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145

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B. Inside Wall b) 20 mm thk. plaster (With 1:6 Cement Morter)

126.41

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167

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C. RCC Surface c) 10 mm thk. plaster (With 1:4 Cement Morter) i) Ceiling

50.29

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129

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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 toping made with ordinary or white cement (as necessary)and marble dust in proportion (1:2) including smooth finishing and rouding off corners and 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 permited with ordinary cement. ii) 25 mm thick

32.63

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269

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Neat cement punning about 1.5 mm. thick in wall, dado. Window sill floor drain etc. (Cement 0.152 cu.m. per 100 sq.m.

37.35

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34

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M.S. structural works in columns, beams, etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 808 & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of ..........

99.84

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59.12

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4.8

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414

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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, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. b) With 0.63 mm thick sheet

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644

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M.S. or W.I. ornamental grill or approved design joint continuously welded with M.S., W.I. flates and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above Window

110.49

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70.46

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Supplying fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type honges, glazing clips, lugs locking bracket, handle plate etc. including hoisting in position, straighting if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. Flush butt welded windows and ventilators without integrated grills. b) Openable steel windows as per IS sizes with side hung shutters and horizontal glazing bars with/without fixed type ventilators. Window

5.04

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1663

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

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

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Acrylic Distemper to interior wall, celling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. (i) Internal surface (All floor) b) Two coats (on new work (i) Other than Yellow, Pink.

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