The Durgapur Projects Limited Tender
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The Durgapur Projects Limited - DPL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date12 Feb 2025
Closing Date22 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 7,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_DPL_814889_1Tender No
WBDPL-13.012/2/2024-GM-POW (DPL)-DPL/WW/E-303 Dated- 12.02.2025Tender Authority
The Durgapur Projects Limited ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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b.100 mm. thick brick work with Fly Ash Bricks set in cement sand mortar (1:4) including raking out joints, curing, scaffolding etc. complete in all respect. (a) In ground floor
5
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c. Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof.
0.75
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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 Engineer in charge.
90
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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.[Excluding cost of chipping over concrete surface]. In ground floor.
-
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a. In ground floor.a. 20mm thick plaster 4:1
100
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b. 15mm thick plaster 4:1
50
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c. Stripping off worn out plaster and raking out joints of walls, ceilings etc. up to any height and in any floor including removing rubbish within a lead of 75m as directed.
75
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a. Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor [Pakur Variety] (1:3:6)
0.5
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b. Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, as per relevant IS codes. Pakur Variety
1
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c. 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
6
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d. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof. upto 150 mm. thick.
4.8
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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.
80
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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) Steel shuttering or 9 to12mm thick approved quality ply board shuttering in any concrete work staging in foundation.
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), 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; For works in foundation, basement and upto roof of ground floor/upto 4 m; Tor steel/Mild Steel.
0.55
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M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor.
0.85
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M.S. or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. Grill weighing above 16 Kg./sq. mtr. And above
2.1
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a) White washing including cleaning and smoothening surface thoroughly; All floors; Two coats (to be done on specific instruction)
200
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b) Removing old scales, blisters etc. of interior surface of walls, ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge).
150
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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 :
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i) On metal surface With super gloss (hi-gloss) Two coats (with any shade except white).
50
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ii)Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
50
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Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc. and stacking the material at site as directed.
50
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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. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) In Roof:- With 0.63 mm thick sheet
50
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Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc. complete.(225mm end lapping) 300 mm lapping each way With 0.63 mm sheet
35
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Supply / laying of 2 coursed water proof courses with plastifelt IS 2504 weighing 45 kgs. per Sqm. with base code 30/40 grade bitumen and doing lap joints with 90/15 grate bitumen including all cost of raw materials / consumable / tools & plants.
525
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