Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date23 Dec 2023
Closing Date9 Jan 2024
Tender Amount₹ 2,97,832
Costs
EMD
₹ 6,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KMC_630396_1Bid Award Id
ViewTender No
EE(WS)/BR-XI/NIeT/72/2023-24Tender 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. 1.1 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.
244.26
29132
119.27
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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
60.5
157
2.61
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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 150 upto 5km
264
1148
4.35
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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 per km beyond 5km to 10km
302.5
57
0.19
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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 125
carriage....carriage....diameter in mm 150 per km beyond 5km to
10km
1320
422
0.32
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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 per km beyond 10km to
20km
605
96
0.16
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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, actualtransport all complete.diameter in mm 125
carriage....carriage....diameter in mm 150 per km beyond 10km to
20km
26410
6866
0.26
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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.
60.5
847
14
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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.
264
4957
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) b) Doubled Socketed Bend 100 mm to 300mm dia
276
34500
125
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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.
351
44928
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) C) TAIL PIECE 100 mm to 300mm dia
34
4896
144
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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.
8
728
91
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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
10
1260
126
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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
6
234
39
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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
38
1900
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 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.
6
354
59
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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.
38
2546
67
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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 150
1
7487
7487
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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]150MM DIA.
1
1510
1510
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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 2.1.6 Flange joint
to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-Charge. Diameter in mm 150mm dia
4
2892
723
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.4Supply of Flat
Rubber Gasket of EPDM Quality with ISI Mark to IS: 5382/1985
Type-4 suitable for flange joint, drilled to IS: 1538 (Table ... VI). The
gasket should have dual thickness 3/6mm with 6 mm thickness at the
sealing cross section.150mm dia
4
516
129
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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.
24
34248
1427
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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
18
4320
240
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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
16
5104
319
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8.a) Supplying, fitting and fixing with cement jointing (3:1) salt glazed
stoneware pipe including excavation of earth upto 1.5 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding cementing at bottom and sides) b) 150 mm dia
22.8
7615
334
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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
390.5
3209
8.22
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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 150
414
3485
8.42
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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]
60
1980
33
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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
264.62
20518
77.54
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Sub Total
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-
-
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GST 18%
1
44982
44982
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CESS 1%
1
2948
2948.83
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