Haldia Development Authority Tender
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Haldia Development Authority - HDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 Oct 2023
Closing Date4 Nov 2023
Tender Amount₹ 3,25,820
Costs
EMD
₹ 7,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Urgent Repairing Of B/2/4 Building Ground Floor
Description
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Contact
Tender Id
2023_HDA_591890_1Bid Award Id
ViewTender No
20/HDA/EC OF 2023 2024 (2nd call)Tender Authority
Haldia Development Authority ViewPurchaser Address
-Website
http://https://www.hda.gov.in/
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Documents
BOQ Items
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Brick work with 1st class bricks in cement mortar (1:4) (a) In superstructure, ground floor.
1.88
10566
5620.59
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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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
45.4
16298
359
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Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be
considered for payment]
4.71
3697
785
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Epoxy bonding of new concrete to old concrete: Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). Note: Applicable only when the full diameter of reinforcement steel is exposed.
36.22
18725
517
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Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's
18.9
1663
88
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Ordinary Cement concrete [ Mix 3 : 1.5 : 1 ] with graded stone chips(20 mm.size) excluding shuttering and reinforcement, if any, in ground floor.as per Is 456-2000.
1.13
6195
5482.7
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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 and upto roof of ground floor/upto 4 m For steel/Mild Steel
0.15
7429
49531.69
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Supplying. preparing and placement of ready mix
non shrink cementious microconcrete having no
metalic aggregate or chlorides for repairing and jackting of damagedR.C.C.members. Themicro
concrete should achieve a compressive strength not less than 10 MPaafter 24 hours. 40 Mpaafter 7 days and 50Mpa aftre 28 days at 300C. It should have unrestrained expansion in between 1 to 4%. flexural strength shall not be less than 5MPaafter 28 days.
Micro concrete should have a co-efficient of
thermal expansion similar to that of the host
concrete.
2.98
150627
50546
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Applying epoxy mortar ( 10 mm nominal thick) over
leached, honey combed and spalled concrete
surface and exposed steel reinforcement complete
as per Technical specification.
12.56
8352
665
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Welding in M.S. structural work with gas or electric: (b) Continuous weld.
200
1800
9
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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. (i) With 1:6 cement mortar (c) 15 mm thick plaster
18.9
2580
136.52
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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. (i) With 1:6 cement mortar (b) 20 mm thick plaster
62.32
9703
155.7
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior
emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (b) Two Coats
81.22
3663
45.1
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.(Two Coat) c) Super Protective 100% Acrylic Emulsion.
81.22
7878
97
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Supplying, fitting & fixing UPVC pipes A Type and fittings conforming to IS:13592- 1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A)(i) 110mm dia pipes
54
13554
251
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B)UPVC Fittings:.i)Bend 87.5degree
3
480
160
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B)UPVC Fittings:ii)Shoe
3
333
111
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Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge. 3.90 metre height( 279 ) + Extra for additional 3.6 height or part thereof (245) = 524.00.
6
3144
524
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18% GST
273385
49209
0.18
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1% CESS
322594
3226
0.01
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