Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date20 Jul 2024
Closing Date2 Aug 2024
Tender Amount₹ 2,91,011
Costs
EMD
₹ 6,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMC_718178_1Bid Award Id
ViewTender No
EE(WS)/BR-XI/NIeT/12/2024-25Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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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. 1.1 Earth work in
excavation of foundation trenches or drains, in all sorts of soil
(including mixed soil but excluding laterite or sandstone) including
removing, spreading or stacking the spoils within a lead of 75 m. as
directed. The item includes necessary trimming the sides of trenches,
levelling, dressing and ramming the bottom, bailing out water as
required complete. (a) Depth of excavation not exceeding 1,500 mm.
46.55
5552
119.27
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ISI MARKED CENTRIFUGALLY CAST(SPUN) DUCTILE IRON
PRESSURE PIPE FOR WATER WITH SOCKET & SPIGOT JOINT
CONFORMING TO IS 8329/2000 (LATEST AMENDENDMENT OF
STANDARD LENGTH SUITABLE FOR PUSH ON JOINT (RUBBER
GASKET JOINTING) WITH CEMENT MORTER LYNING INSIDE
THE PIPE S & OUTSIDE ZINC COATED WITH FINISH LAYER OF
BITUMINOUS COATING OR SYNTHETIC ENAMEL BLUE EPOXY)
COMPATIBLE ZINC COATING. (I) DIA 150MM
95
152161
1601.7
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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 150mm dia.
95
1784
18.78
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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.
39
4992
128
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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
54.6
6825
125
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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 150mm dia.
7
882
126
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.8 Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptusor other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.Lincluding tying strongly with coir ropes and boring holes for posts in
any soil/ concrete surface/Bituminious surface packing the sides etc
including cost of carriage of all materials and labour complete
including cost of restoration to the damages of the ground to its
original condition as per direction of Engineer in charge after
removing the barricade.(Cost of restoration would be paid seperately.
a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other
approved timber posts @ 1.60m apart (i) Railing with 4 rows
13
741
57
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BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. III. EVENT MANAGEMENT : 18) 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 3.15mx100mmx100mm 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 around the 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 the
Engineer-in-charge.Payment of concrete and painting to be made separately. (ii) 900 mm. x 600 mm. size of board
2
1626
813
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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 150mm dia
22
1474
67
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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...]150mm dia
22
1100
50
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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 Municipal Area shall be paid separately.}Diameter in mm 100mm dia.
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
22
1298
59
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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
15
21405
1427
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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]
125
4125
33
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CHAPTER - V HYDRAULIC TESTING Hydraulically testing of C.l./D.I/A.C pipe lines in sections, under a head of water not less than
60m{6Kg/Cm....pressure) or above as per specific requirements by filling the main with supply of water including supply of all specials and equipments like pump sets, gauges, end caps blank flange etc.all
complete as per specification and direction of the Engineer-in-Charge.[After successful completion of test. removal of ancillary specials.equipments. plugging arrangements and disposal of
water sholl be made at no extra cost] Diameter in mm 100
142
3092
21.78
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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
115
945
8.22
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING,
BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.2 Earth work in filling in
foundation trenches or plinth with good earth, in layers not exceeding
150 mm. including watering and ramming etc. layer by layer
complete.(Payment to be made based on the basis of measurement
of finished quantity of work.(a) With earth obtained from excavation of
foundation
108.64
8423
77.54
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.8 Ductile iron
double flanged manually operated sluice valve generally conforming
to IS : 14846, having body, door, dome, gland in graded ductile iron to
IS 1865, four faces and spindle nut of gun metal to IS : 318, inside
screw non- rising stainless steel AISI-410 spindle valves suitable
formaximum working pressure of 10 kg/cm... and body tested 15
kg/cm..., flanges flat faced and drilled to IS: 1538 :1993. Valves
tested by closed end method only. 350mm and above valves are
complete with enclosed gear box with anti friction device.Diameter in
mm 150
1
16381
16381
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Sub Total
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GST 18%
1
43952
43952
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CESS 1%
1
2881
2881.29
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