Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 10,39,531
Costs
EMD
₹ 20,791Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/maad/niet _03 (2nd Call) Of 2024-2025. Sl. No. 04
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_PHED_823954_4Tender No
WBPHED/EE/MAAD/NIeT _03 (2nd Call) of 2024-2025.Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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BOQ Items
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(a) 20 mm. thick plaster (1:4)
-
-
-
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(i) Beyond 16 M upto 20 M from GL
60
193
11638.2
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(ii) 20 M & Above
50
198
9948.5
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(b). (a) 10 mm. thick plaster (1:3)
-
-
-
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(i) Beyond 16 M upto 20 M from GL
4.25
146
623.26
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(ii) 20 M & Above
22.75
151
3450.04
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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]
2.25
785
1766.25
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Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
24.9
90
2241
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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture]
M 25 Grade (Rate Analysis)
-
-
-
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i) Pakur Variety
-
-
-
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Add extra over the rate of ground floor for basement and each additional floor above ground floor for items 4 to 10
i. Upto 4th floor - 58.88
ii. Above 4th floor - 71.44
note : Floor height as top of the bracing
-
-
-
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i. Upto 4 M from GL
0.25
5690
1422.68
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ii. Beyond 4 M upto 8 M from GL
0.25
5785
1446.43
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iii. Beyond 8 M upto 12 M from GL
0.25
5880
1470.18
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iv. Beyond 12 M upto 16 M from GL
0.25
5975
1493.93
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v. Beyond 16 M upto 20 M from GL
0.25
6070
1517.68
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vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
0.45
6186
2784.02
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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture]
M 30 Grade (Rate Analysis).
0.65
6363
4136.49
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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).
24.25
309
7493.25
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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades
2.7
119
321.3
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Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint.
1607
21
33747
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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.
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-
-
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Ground floor, Two coats upto 4mtr. from G.L.
-
-
-
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Add extra for each adding floor over the rate for ground
-
-
-
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i. Upto 4 M from GL
450
31
14130
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ii. Beyond 4 M upto 8 M from GL
160
32
5137.6
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iii. Beyond 8 M upto 12 M from GL
160
32
5251.2
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iv. Beyond 12 M upto 16 M from GL
165
33
5532.45
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v. Beyond 16 M upto 20 M from GL
245
34
8388.8
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vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
800
35
28048
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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.
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-
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In Ground floor (Two Coat) a) Normal Acrylic Emulsion
-
-
-
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Add extra for each adding floor over the rate for ground
-
-
-
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i. Upto 4 M from GL
450
97
43650
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ii. Beyond 4 M upto 8 M from GL
160
97
15633.6
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iii. Beyond 8 M upto 12 M from GL
160
98
15747.2
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iv. Beyond 12 M upto 16 M from GL
165
99
16356.45
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v. Beyond 16 M upto 20 M from GL
245
99
24460.8
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vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
800
100
80528
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(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
4.98
29
144.42
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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 :
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-
-
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(b) On steel or other metal surface : With super gloss (hi-gloss) -
-
-
-
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(iv) Two coats (with any shade except white)
15
79
1185
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.
10
102
1020
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Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.
-
-
-
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Cement mortar (1:1) Grouting
50
139
6950
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Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern.
3.1
1681
5211.1
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Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC
30
1067
32010
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Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
180
1804
324720
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Add Includng GST @18%
1
157002
157002.56
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Add Includng CESS @1%
1
10292
10292.39
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