Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Feb 2025
Closing Date19 Feb 2025
Tender Amount₹ 3,05,400
Costs
EMD
₹ 6,108Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/skhsd-i/ae/enit-16 Of 2024-2025
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_WBPWD_811842_4Tender No
WBPWD/SKHSD-I/AE/eNIT-16 OF 2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
18.04
22
408.43
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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]
3.36
931
3131.45
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Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
12.96
103
1343.69
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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).
13.43
368
4945.73
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Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with
hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.
c) 37.5mm thick
13.43
454
6098.16
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(a) 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 specification
4.32
104
453.04
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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 initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
5.02
399
2004.24
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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
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
0.01
65477
327.39
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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) Pakur Variety
0.23
6849
1575.45
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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]
(i) With 1:6 cement mortar
b) 20 mm thick plaster
102.76
204
21021.61
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(ii) With 1:4 cement mortar
(c) 10 mm thick plaster
13.43
155
2088.37
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Taking out Mirzapur or glazed porcelain tiles carefully by
chiselling from walls or floor including stacking serviceable
material as directed.
37.26
126
4707.06
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Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).
(d) Sal : Local.
0.05
92568
4628.42
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Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.
In ground floor.
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.
(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
1.6
3513
5621.47
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Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)
(a) 40mm X 6mm, 250mm Length
3
34
103.68
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Iron socket bolt of approved quality fitted and fixed complete.
(e) 300mm long x 10mm dia bolt.
1
113
113.22
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i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
(c) 300mm long.
1
197
197.84
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(a)Cleaning the walls and ceiling by scraping, sand papering and
smoothening down the surface including putting.
145.9
20
2955.93
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Rendering the Surface of walls and ceiling with White Cement base
WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
145.9
145
21213.86
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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
ii) Solvent based interior grade Acrylic Primer
145.9
4016
5859.87
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Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) :
(Two coats)
ii) Luxury Quality
145.9
83
12170.98
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(b) Priming one coat on timber or plastered surface with synthetic oil
bound primer of approved quality including smoothening surfaces by sand papering etc.
5.46
45
247.23
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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 :
(a) On timber or plastered surface :
With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
5.46
96
527.11
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Supplying profiles of required section made of Aluminium Alloy
Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work).
(A) In 10-12 Micron thickness Annodizing film
I) Natural white
g) Fixed glazing.
i) Top, bottom and side member.
6
382
2295.36
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ii) Mullion.
1.2
404
484.8
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iii) Glazing clip.
13.2
59
786.59
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i) Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete.
(a) Heavy type (I.S.I. size 3)
1
1984
1984.35
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Supplying bubble free float glass of approved make and brand
conforming to IS: 2835-1987.
iv) 5mm thick coloured / tinted / smoke glass.
1.2
697
836.64
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Labour charge for fabrication and installation of composite door,
window, partitions made from annodized extruded alloy aluminium
sections for the following units:-
(A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers.
iv ) Fixed glazing.
1.44
915
1318.03
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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
10
197
1978.4
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Supplying, fitting and fixing bib cock or stop cock.
(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)
15 mm
4
183
734.12
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Ordinary Cement concrete (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
1.86
6259
11643.4
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Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below
mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied
by the contrr]e) I
(II) With Polymerised Adhesive [6 mm thick] & epoxy
grouting materials for filling joints including spacer-2 mm
[Applied directly over finished artificial stone floor/ mosaic
etc.]
(A) Deep Colour & White
37.26
2127
79265.43
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
10.78
868
9357.04
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Brick work with 1st class bricks in cement mortar (1:4)
(b) In superstructure, ground floor
12.43
6954
86446.05
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Taking out M.S. or W.I. Grills from wooden frame including cutting lugs from masonry wall and refitting the same and mending good damages after repairs. (Excluding the cost of necessary repair of
damages) or doing any other necessary works.
2
117
235.96
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