Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Oct 2024
Closing Date22 Nov 2024
Tender Amount₹ 9,66,895
Costs
EMD
₹ 19,338Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/maad/niet _03 Of 2024-2025 Sl No.28
Description
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Contact
Tender Id
2024_PHED_761890_28Tender No
WBPHED/EE/MAAD/NIeT _03 of 2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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BOQ Items
(a) 20 mm. thick plaster (1:4)
-
-
-
(i) Beyond 16 M upto 20 M from GL
60
11638
193.97
(ii) 20 M & Above
585
116397
198.97
(b). (a) 10 mm. thick plaster (1:3)
-
-
-
(i) Beyond 16 M upto 20 M from GL
70
10265
146.65
(ii) 20 M & Above
250
37912
151.65
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]
2.8
2198
785
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.
95.3
8577
90
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)
-
-
-
i) Pakur Variety
-
-
-
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
-
-
-
i. Upto 4 M from GL
0.25
1422
5690.7
ii. Beyond 4 M upto 8 M from GL
0.25
1446
5785.7
iii. Beyond 8 M upto 12 M from GL
0.25
1470
5880.7
iv. Beyond 12 M upto 16 M from GL
0.25
1493
5975.7
v. Beyond 16 M upto 20 M from GL
0.25
1517
6070.7
vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
1
6186
6186.7
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).
0.79
5027
6363.83
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).
36.1
11154
309
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
321
119
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.
1070
22470
21
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.
-
-
-
Ground floor, Two coats upto 4mtr. from G.L.
-
-
-
Add extra for each adding floor over the rate for ground
-
-
-
i. Upto 4 M from GL
450
14130
31.4
ii. Beyond 4 M upto 8 M from GL
142
4559
32.11
iii. Beyond 8 M upto 12 M from GL
142
4660
32.82
iv. Beyond 12 M upto 16 M from GL
142
4761
33.53
v. Beyond 16 M upto 20 M from GL
218
7464
34.24
vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
603
21141
35.06
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.
-
-
-
In Ground floor (Two Coat) a) Normal Acrylic Emulsion
-
-
-
Add extra for each adding floor over the rate for ground
-
-
-
i. Upto 4 M from GL
450
43650
97
ii. Beyond 4 M upto 8 M from GL
142
13874
97.71
iii. Beyond 8 M upto 12 M from GL
142
13975
98.42
iv. Beyond 12 M upto 16 M from GL
142
14076
99.13
v. Beyond 16 M upto 20 M from GL
218
21765
99.84
vi. 20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
603
60697
100.66
(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.
15
435
29
(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 :
-
-
-
(b) On steel or other metal surface : With super gloss (hi-gloss) -
-
-
-
(iv) Two coats (with any shade except white)
15
1185
79
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.
96
9792
102
Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.
-
-
-
Cement mortar (1:1) Grouting
480
66720
139
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.
2.99
5026
1681
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
15
16005
1067
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC
1
4751
4751
Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for
-
-
-
)300mm.dia.
5
4245
849
ii)250mm.dia.
5
3465
693
iii)200mm.dia.
5
2540
508
iv)150mm.dia
5
2155
431
Hoisting, erection ,placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC.
-
-
-
300mm.dia.
20
3040
152
ii)250mm.dia.
20
2440
122
iii)200mm.dia.
20
2100
105
iv)150mm.dia
20
1820
91
Construction of masonry drain 300 mm X 250 mm inner section with 1st class 250 mm th. Brick work in cement mortar(1:4) over a layer of single brick flat soling , sand filling 100mm th. and 100 mm th. weak cement concrete(6:3:1) with graded stone ballast pakur variety (40mm size) including earth work in excavation , 15mm th. Cement plaster(4:1) and neat cement punning all rounding the drain etc. all complete as per approved design , drawing and direction of the Engineer in-charge. ( Ref. Deptt. Dwg) [Analysed Rate]
60
103080
1718
Add GST @ 18%
811289.55
146032
0.18
Add Labour Welfare Cess @ 1%
957321.67
9573
0.01
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