Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date2 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 4,34,481
Costs
EMD
₹ 8,690Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_742317_55Bid Award Id
ViewTender No
WBMAD/ULB/HM/GEN-1Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor P.no. 34, T/22(a)), 3rd corrigenda, (A) [Pakur Variety] (a) 1:3:6 proportion
0.92
4945
5376
... More
Brick work with 1st class bricks in cement mortar (1:6) (P.No.30, T/22 b ) , 3rd corrigenda, (a) In foundation and Plinth.
6.33
34264
5413
... More
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (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) P.no. 3, T/6 a) PWD (Bldg) shedule (a) Depth upto 1.5 m.
31.27
12070
386
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
6.25
2743
439
... More
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) (P.No.42, T/36 (f) (f) 25 mm to 30 mm shuttering without staging in foundation
2.08
434
209
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m (P-43, T/40)
90
5279
58.66
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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. (a) Pakur/Chandil variety. (P.No.26 T/10(i)), PWD (Bldg) shedule Analisys rate
0.72
4165
5785.13
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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 .[Excluding cost of chipping over concrete surface] A) In Ground floor (P-189, T-1) 3rd corrigenda, (a )With 1:6 cement mortar a) 15 mm thick plaster (out side plaster)
20.25
3057
151
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m. (P-192, T-15)
20.25
688
34
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(vi) 5 MT load bearing capacity round manhole cover provided with two
lifter hooks fitted with matching frame of size Cover: 565 mm X 65 mm
Frame: 665 mm X 125 mm
opening: 470mm
Weight: 90 kg (approx) (P.No.92 T/8(vi)), SANITARY & PLUMBING WORKS
3
7746
2582
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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 and concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer-in-charge
(Ref.PWD Bldg -17 / P-37 / It - 56)
40
3840
96
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Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymar modified protective coating formulated to inhibit the corrosion of reinforcement as per manufacture's specification.
(Ref.PWD Bldg -17 / P-45 / It - 6 of repair works)
30
23550
785
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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacture's specified time as per manufacture's specification (0.4 kg/m2 of concrete surface)
(Ref.PWD Bldg -17 / P-45 / It - 7)
200
61800
309
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Stripping off worn out plaster and raking out joints of wall, ceiling etc. upto any height and in any floor including removing rubbish and stacking anywhere within the compound as directed.
(Ref.PWD Bldg -17 / P- 11 / It - 10)
200
3800
19
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Welding in M.S. structural work gas or electric.
a) Tack weld
(Ref.PWD Bldg -17 / P- 111, It - 2a) of Repairing work
100
900
9
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b) Continuous Weld
(Ref.PWD Bldg -17 / P- 111, It - 2b) of Repairing work
100
900
9
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Priming one coat on timber plastered or on steel or other metal surface with synthetic channel /oil bound primer of approved quality including smoothening surfaces by sand papering etc.
Original Works
(Ref.PWD Bldg -17 / P- 200 / It -1(a))
20
580
29
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Painting with ready mixed Black Japan of approved make and brand including smoothening surface
a) Two coats
(Ref.PWD Bldg -17 / P-201 / It - 5)
30
1680
56
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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 EIC.
(Ref.PWD Bldg -17 / P-12 / It -13)
20
3320
166
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Cleaning and disinfecting above 2000 litre Water Tank including masonry reservoir.
(Ref.PWD S&P -17 / P-40 / It -15)
1000
88000
88
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Repairs to roof cracks with cement and sand mortar (1:4) including cutting grooves and cleaning cracks and grouting the cracks with neat cement before repairs @0.63kg / mtr
D. Repair & Rehabiliation
(Ref.PWD Bldg -17 / P-94/ It -3)
150
2100
14
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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.
B. Maintenance Works
(Ref.PWD Bldg -17 / P-275/ It -1) + corrigendum
200
2784
13.92
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Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50mm dia Stemand CI steps 150mm as per design 900 mm high CI railing inluding necessary MS tile of suitable section embeded to wall with cement concrete (1:2:4) including cost of intermediate CI platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials.
(Ref.PWD Bldg -17 / P-108/ It -21) i) with 1200 mm dia well
9
37719
4191
... More
Cost iron double flanged manually operated sluice valves generally
conforming to IS 14846 : 2000, having four faces and spindle nut of
gunmetal. inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM² and body tested to 15kg/CM², flanges flat faced and drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. pg-47, it-8.6 UD & MA-2018 300 mm Dia
2
48410
24205
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Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in- Charge. [The rate Includes cost of flange joints] Pg-18, it-2.4.1 UD & MA-2018 ii) 300 mm Dia
2
4642
2321
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Add GST @ 18%
1
65620
65620.51
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Add Cess 1%
1
4301
4301.79
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