Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date24 Jun 2024
Closing Date8 Jul 2024
Tender Amount₹ 1,61,981
Costs
EMD
₹ 3,250Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMC_698844_1Bid Award Id
ViewTender No
KMC/WS/W79-36/T-05/24-25Tender 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.
102
12165
119.27
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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
2
3734
1867
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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]
192
6336
33
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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
1
5575
5575
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BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
3. 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 on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
82.3
6381
77.54
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CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING &
SIGNALING AND SITE CLEANING ETC. 1.18 Removal of rubbish, earth etc. from the working site and disposal of thesame beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning thesite in all respect as per direction of Engineer in charge.
37.68
6254
166
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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.
22
2816
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
69
8625
125
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CHAPTER - VIII SUPPLYING OF MATERIALS All types of CI
specials (viz. Bend. Tee. Teper. Tail piece. Collar. Bell mouth with Puddle coller etc. size conforming to IS specification 1538: 1993) b) Flanged socket spigot i) 80mm to 300mm
19
1197
63
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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
1
5067
5067
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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.
4
364
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 2.4Valves 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.
1
986
986
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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
1626
813
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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
2
668
334
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CHAPTER - VII MISCELLANEOUS ITEMS Supplying including cost of installation of C.I. Mechanical joint All Socket Tee as dimensionally described in IS: 13382/2004 (With Modified Socket). Each Tee consists of One C.I. Body, Three C.I. Follower Glands, Three sealing Rubber Gaskets of EPDM quality (Conforming to IS:5382/85 Type-4) and Zinc coated M.S. Fasteners . The whole assembly is mechanically and hydraulically tested to provisions as laid down in IS:
13382/2004. Diameter in mm 150 x 150 x 100
1
5770
5770
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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.
22
1298
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 2.1.9 Cutting of Single bit/Double bits of socket of rubber gasket jointed C.I/D.Isocket & spigot pipes without damaging any portion of the pipe end making the pipe free from all broken pieces as per direction of the Engineerin-Charge.Diameter in mm 100mm dia.
10
1150
115
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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
120
2613
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
120
986
8.22
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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
8
1280
160
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PLUMBING WORKS (A)-(I) FERRULE AND FERRULE
CONNECTION (b) REPAIR WORKS 1. Renewing brass ferrule for connecting mains. (iv) 10 mm dia.
4
3304
826
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PLUMBING WORKS (A)-(I) FERRULE AND FERRULE
CONNECTION (b) REPAIR WORKS 1. Renewing brass ferrule for connecting mains. (iii) 15 mm dia.
4
3412
853
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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.
5
7135
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) (i) 15 mm dia. medium quality
30
6420
214
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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
50
12000
240
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CHAPTER - VIII SUPPLYING OF MATERIALS 8.24 Carriage of
Different materials 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 ) steel upto 5km
2.27
240
106
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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
2.26
589
261
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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.
120
1680
14
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Sub Total
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GST 18%
1
24464
24464
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CESS 1%
1
1603
1603.77
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