Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Electrical and Electronics
Water Storage And Supply
Electrical Works
Eprocure
Opening Date2 Jan 2025
Closing Date11 Jan 2025
Tender Amount₹ 4,94,521
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmc/ee/ws/c/man/13/c/2024 - 25/r1
Description
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Contact
Tender Id
2024_KMC_792723_1Tender No
KMC/EE/WS/C/MAN/13/C/2024 - 25/R1Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.12 Supplying sign-board
made of 25 mm thick sal plank with frame on all side of sal batten 50
mm x 32 mm with nailed on post 3.15m x 100mm x100mm and fitting
fixing such with digging holes of dia 300 mm and depth 750 mm in all
sorts of soil and repacking and consolidating the gap aroundthe post
with cement concrete (1 : 3 : 6) painting 2 coats including cost of
nails, bolts and nuts etc. complete in all respect as per direction of
theEngineer-in-charge. Payment of concrete and painting to be made
separately.(ii) 900 mm. x 600 mm. size of board.
2
813
1626
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PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 2.
Supplying, fitting and fixing in position G.I. pipes of TATA make for
underground works with all necessary accessories,specials
viz.socket, bend, tee, union, cross, elbow, nipple, short piece
etc.including cost of all materials,jointing materials ,cutting
pipes,making threads,cutting trenches upto 1.5 metre below surface
in all sorts of soil and refilling the same as directed with two coats of
painting on G.I. pipes and specials with bituminous paint complete in
all respect. (Payment will be made on the centre line measurement of
the total pipe line including all specials No separate payment will be
made for accessories, specials.Payment for painting will be made
seperately) (i) 15 mm dia. medium quality
45
214
9630
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PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 2.
Supplying, fitting and fixing in position G.I. pipes of TATA make for
underground works with all necessary accessories,specials
viz.socket, bend, tee, union, cross, elbow, nipple, short piece
etc.including cost of all materials,jointing materials ,cutting
pipes,making threads,cutting trenches upto 1.5 metre below surface
in all sorts of soil and refilling the same as directed with two coats of
painting on G.I. pipes and specials with bituminous paint complete in
all respect. (Payment will be made on the centre line measurement of
the total pipe line including all specials No separate payment will be
made for accessories, specials.Payment for painting will be made
seperately) (ii) 20 mm dia. medium quality
55
240
13200
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PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS 2.
Supplying, fitting and fixing in position G.I. pipes of TATA make for
underground works with all necessary accessories,specials
viz.socket, bend, tee, union, cross, elbow, nipple, short piece
etc.including cost of all materials,jointing materials ,cutting
pipes,making threads,cutting trenches upto 1.5 metre below surface
in all sorts of soil and refilling the same as directed with two coats of
painting on G.I. pipes and specials with bituminous paint complete in
all respect. (Payment will be made on the centre line measurement of
the total pipe line including all specials No separate payment will be
made for accessories, specials.Payment for painting will be made
seperately) (iii) 25 mm dia. medium quality
23
319
7337
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.6Cost 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/CM... and body tested to 15kg/CM..., flanges flat faced and
drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt base
paint. Valves tested by closed end method. NB Diameter in mm 100
6
5067
30402
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BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK
WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a)
In foundation and plinth
5.75
5575
32056.25
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PLUMBING WORKS (A)-(I) FERRULE AND FERRULE
CONNECTION (b) REPAIR WORKS 3. Dismantling existing ferrule
with fittings and refixing same after cleaning.
30
191
5730
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SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL
PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and
fixing with cement jointing (3:1) salt glazed stoneware pipe including
excavation of earth upto 1.50 metre depth in all sorts of soil both
mixed or unmixed and refilling (but excluding concreting at bottom
and sides).(iii) 150 mm
25.2
334
8416.8
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CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I.
/ D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.2 Lowering
any type of Ductile Iron (DI) pipes & specials and laying along trench
at any depth as per speclfication and direction of the
Engineer-incharge, ( laying over ground. the rates shall be, reduced
by 10% and the rates so reduced shall be inclusive of cost of all sorts
of holding arrangements]Diameter in mm 100mm dia.
335.5
14
4697
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.5 Supply of
Single/Double bit SBR gasket suitable for jointing CI/DI pressure
pipes, conforming to IS : 5382 : 1985 [Popularly known as `Tyton
Gasket...] 100mm dia
40
39
1560
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CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I.
/ D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.5 Rubber
gasket joints to C.l./D.l. pipes and specials all complete to makesthe
joint water tight as required hydraulic pressure as per specification
and direction of the Engineer-in-Charge.[Cost of Rubber. gasket of
approved make induding supply to any pointwithin the Kolkata
Municipal Area shall be paid separately.}Diameter in mm 100mm dia.
96
59
5664
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CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I.
/ D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.4Valves 2.4.1
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]50mm dia.
6
986
5916
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CHAPTER - VI DISINFECTION OF PIPELINE Disinfection of water
main by filling with water containing bleaching powder of sufficient
quantity capable of maintaining a residual chlorine concentration of
10mg/l within the main after a detention period of two hours and
flushing the same with fresh water all complete as per specification
and direction of the Engineer-in- Charge.[After successful completion
of the process, disposal of water and bacteriological testing of sample
of flushed out water from the mains should be made at no extra cost]
Diameter in mm 100
335.5
8
2757.81
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.3 All types of
Ductile Iron (D.I) Specials (viz. Bend. Tee. Taper. Tail piece etc), size
conforming to I.S. Specification No. 9523/2000 with cement mortar
lining (inside) and bituminous coating (outside). (25% of payment will
be held up till successful hydraulic testing) b) Doubled Socketed Bend
100 mm to 300mm dia
254
125
31750
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.3 All types of
Ductile Iron (D.I) Specials (viz. Bend. Tee. Taper. Tail piece etc), size
conforming to I.S. Specification No. 9523/2000 with cement mortar
lining (inside) and bituminous coating (outside). (25% of payment will
be held up till successful hydraulic testing) a) All Socket Tee 100 mm
to 300mm dia.
123
128
15744
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.3 All types of
Ductile Iron (D.I) Specials (viz. Bend. Tee. Taper. Tail piece etc), size
conforming to I.S. Specification No. 9523/2000 with cement mortar
lining (inside) and bituminous coating (outside). (25% of payment will
be held up till successful hydraulic testing)c) Tail Piece 100 mm to
300mm dia.
120
144
17280
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.14 Signalling
arrangement at both sides of site to avoid any accident during
working period 4 nos. red flags during sunlight at 4 corners and 2 nos
light (lamp) in other than sunlight.
15
202
3030
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CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I.
/ D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.8 Chamfering
the spigot end of C.l./D,l. pipes for fitting with the socket of C.I./D.I
pipes and/or specials in tyton jointed water mains or other wise using
electric grinder as per specification and direction of the
Engineer-in-Charge. Diameter in mm 100mm dia.
50
74
3700
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CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I.
/ D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.7 Cutting of
C.l/D.I pipes for fitting with pipes and-or specials of similar or
dissimilar materials at the time of laying without damaging any part of
the required length including taking out of the broken pieces from the
trench and restacking the same at the specified location as per
direction of the Engineer-in-Charge.D iameter in mm 100mm dia.
25
91
2275
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit
(3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout
line raking every detection against damage of S.W. pipe line electrical
cable etc. as underground obstruction including 37.5 mm timber
shuttering, earth cutting, dewatering, barricading and back filling etc.
as per directionj of E-I-C
14
1867
26138
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CHAPTER - VII MISCELLANEOUS ITEMS Supplying, fitting and
fixing of C.I. Mechanical Compression flexible Collar Couplings
suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per
IS: 8329) complete with Sealing Rubber Gasket of EPDM quality
(IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel
Nut Bolts (Zinc Coated). The whole assembly should be mechanically
and hydraulically tested to the provisions as laid down in IS: 1538.
Fitting and fixing should be in proper position with proper care of main
pipe line for leak proof condition. Diameter in mm 100
8
1650
13200
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CHAPTER - VII MISCELLANEOUS ITEMS Dewatering by pumps
including all leads, lifts and making all arrangements of disposal.
where continuous flow of water from a source other than natural or
ground water is encountered in case of emergency maintenance
works related to leakage. breakage and making wet connections.
[Note ;- In case of any other situation demanding such emergency
dewatering. use of this item is to be approved by the Superintending
Engineer/Tender Accepting Authority. This item shall be executed on
the specific direction duly supported by proper clarification of the
E.I.C. who will be satisfied in absolute discretion that such work has
not been necessitated due to any natural source of water or any fault
of the Contractor]
600
33
19800
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CHAPTER - III TAKING OUT PIPES AND SPECIALS Cast Iron /
Ductile Iron Pipes and Specials M.S. Pipes and Specials Shifting
house connection or stand post connection from existing main to new
main after excavation through any kind of soil and road materials up
to required depth. dismantling existing ferrule with all fittings. plugging
hole of old main with G.I. plug. drilling and tapping the new main.
refixing the ferrule on the new main with serviceable old G.I pipes and
other specials (New G.l. pipes and other specials. if required to be
installed shall be paid extra) and back filling the trench with excavated
materials all complete as per specification and direction of the
Engineer- in-Charge.
6
1427
8562
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PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS (b)
Repair Works 18. Drilling and tapping C.I. main. (ii) Above 15 mm
upto 25 mm
18
200
3600
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PLUMBING WORKS (A)-(II) G.I. PIPE WORKS AND FITTINGS (b)
Repair Works 18. Drilling and tapping C.I. main. (i) Upto 15 mm
12
160
1920
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.13 Hire & labour charges
for diesel generating set for lighting including fuel,300M wire, 11
points with 200 Watt bulb with post for hanging & maintaining the
same for day & night for the period.
10
1650
16500
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.25 Carriage of CI /
Dl / ERWMS / AC pipes including loading into truck at the lifting point,
unloading at destination and stacking properly in godown or yard etc.
as directed (Including carriage by head load upto 30 metres at each
of the two points. The rate covers all the above operations, actual
transport all complete.diameter in mm 100 upto 5km
335.5
2
875.66
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BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC 2. Dismantling all types of plain cement concrete works, stacking
serviceable materials at site and removing rubbish as directed within
a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick
23.49
939
22052.42
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CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF
MACHINERIES 8.29Hire charges for engaging Air Compressor
machine with minimum pressure capacity of 5.0 Kg/sq.cm
arrangement including all necessary equipments and operating staff,
carriage, fuel, Tools and plants all complete for cutting Road / hard
crust cutting with pneumatic hammer at desired point in water supply
works as per direction of EIC . a) With Pneumatic hammers For
minimum engagement of 8 hrs. In a day
2
6000
12000
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BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC. 1. Dismantling all types of masonry excepting cement concrete
plain or reinforced, stacking serviceable materials at site and
removing rubbish as directed within a lead of 75 m. (a) In ground floor
including roof.
5.75
447
2570.25
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SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 1.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](ii) With 1:4 cement mortar (a) 20 mm thick plaster
46
186
8556
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SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning
about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement
0.152 cu.m per100 sq.m.
46
34
1564
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CHAPTER - VII MISCELLANEOUS ITEMS Supplying, fitting and
fixing of C.I. Mechanical Compression flexible Collar Couplings
suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per
IS: 8329) complete with Sealing Rubber Gasket of EPDM quality
(IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel
Nut Bolts (Zinc Coated). The whole assembly should be mechanically
and hydraulically tested to the provisions as laid down in IS: 1538.
Fitting and fixing should be in proper position with proper care of main
pipe line for leak proof condition. Diameter in mm 150
6
2649
15894
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Sub Total
-
-
-
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GST 18%
1
74688
74688
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CESS 1%
1
4896
4896.25
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