Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date5 Nov 2024
Closing Date23 Nov 2024
Tender Amount₹ 4,85,336
Costs
EMD
₹ 9,707Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_767174_11Bid Award Id
ViewTender No
WBPHE/AE/11/CHIN/2024-25Tender 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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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.
100
19
1900
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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]
10
785
7850
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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
20
90
1800
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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.
10
87
870
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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).
10
309
3090
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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. a) From 20.0m above G.L up to 24.0m
1
2206
2206
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Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking off after compeltion of work including staging upto 4 m using ply board or steel shuttering.(Not applicable for resting on roof top)
Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m.
705
155
109275
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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)
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
25
334
8350
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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
1
5685
5685.99
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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
5187
5187.73
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Brick work with 1st class bricks in cement mortar (1:4)
(b) In superstructure, ground floor
1
5783
5783
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Controled cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering & reinforcement with complete design of concrete as per [ISI : 456 and relevant special publication. Submission of job mix formula after preliminary mix design after testing of concrete cube as per direction of the EIC. consumption of cement will not be less than 320kg of cement with super plasticiser per cum. of controlled conc. but actual consumption will be determined on the basis of preliminary test & job mix formuta. In ground floor and foundation.[Using concrete mixture] M 30 Grade (In heel beam, conical slab, bottom dome, bottom ring beam, walkway, shell wall etc.....................................Pakur/Chandi Variety.
From 20 mtr above G.L.(from Heel Beam) upto Lantern
0.5
6346
3173.07
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Plaster (toe wall, floor, ceilingetc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, no singanddrip course, scaffolding / staging where necessary (Groundfloor). [Excluding cost of chipping over concrete surface]
I) With (1:4) cement mortar external surface
(a) 20mm thick (Extra for each addl. floor over the rate of ground floor as above.)
20
185
3700
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i) 4mtr. to 8mtr.
15
189
2835
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ii) 8mtr. to 12mtr.
15
193
2895
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iii)12mtr. to 16mtr.
15
197
2955
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iv)16mtr. to 20mtr.
15
202
3030
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v)20 mtr. to 24 mtr.
10
207
2070
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vi)Beyond 24 mtr.
10
212
2120
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II) with (1:3) cement mortar Internal surface
(a) 15mm thick sqm(Extra for each addl. floor over the rate of ground floor as above.)
20
173
3460
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i) 4mtr. to 8mtr.
10
177
1770
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ii) 8mtr. to 12mtr.
10
181
1810
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iii)12mtr. to 16mtr.
10
185
1850
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iv)16mtr. to 20mtr.
10
190
1900
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v)20 mtr. to 24 mtr.
10
195
1950
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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
10
166
1660
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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
10
34
340
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Expansion joint in floor,roof wall etc. formed with V strips made of 22.50cm wide strips of 24gauge aluminium sheets with anchor am projecting on each side(and end turned) embedded in adjacent cement concrete , including shaping and finishing the edges on either side of the joint(Including the cost of bituminous filler if any) complete as per direction.
10
325
3250
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Applying 2 (two) coats of bonding agent with synthetic multi funtional rubber emulsion having adhesive and water proofing properties by making with water in proportion ( 1 bonding agent : 4 water : 6 cement) as per manufacturer's specification.
30
88
2640
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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......................Two Coat
Ground floor, Two coats upto 4mtr. from G.L
180
45
8118
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Add extra for each adding floor over the rate for ground
i) 4mtr. to 8mtr.
90
45
4122.9
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ii) 8mtr. to 12mtr.
90
46
4186.8
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iii)12mtr. to 16mtr.
90
47
4250.7
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iv)16mtr. to 20mtr.
90
48
4324.5
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v)20mtr. to 24mtr.
150
48
7330.5
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vi)Beyond 24 mtr. Ht from GL & upto top of lantern.
150
49
7453.5
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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)
a) Premium 100% Acrylic emulsion upto 4mtr.
100
84
8400
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Add extra for each adding floor over the rate for ground
i) 4mtr. to 8mtr.
90
84
7623.9
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ii) 8mtr. to 12mtr.
90
85
7687.8
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iii)12mtr. to 16mtr.
90
86
7751.7
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iv)16mtr. to 20mtr.
100
86
8695
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v)20mtr. to 24mtr.
150
87
13165.5
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vi)Beyond 24 mtr. Ht from GL & upto top of lantern.
150
88
13288.5
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Labour for painting roof surface with Bitumen (using 135 kg (avg.) per % Sq.m.)including cleaning roof, heating bitumen as directed and spreading sand and complete including cost of sand @ 0.6 cu.m. per % Sq.m. and cost of carriage of Bitumen from deptt godown but excluding the cost of bitumen. (If heating is not reqd. then deduct Rs.3.45/- per Sq.m)
20
24
480
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Supplying at site hoisting, fitting, fixing erecting and building in position where necessary450mm 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
18
1067
19206
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(a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
15
38
570
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Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m)
100
1333
1333
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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
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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.
4
1681
6724
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Supplying hoisting, fitting,fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC.
1
64271
64271
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Horn gap lighting arrestor complete parts and pin insulators supplying, fitting, fixing all complete as per direction of EIC.
1
2739
2739
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Add GST @ 18%
1
73301
73301.23
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Add Cess @ 1%
1
4805
4805.3
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