Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Eprocure
Opening Date11 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 79,56,811
Costs
EMD
₹ 1,59,136Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_KMC_799233_1Tender No
KMC/WS/PROJECT/54/2024-25Tender 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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Lowering any type C.I.pipes & specials and laying along trenches at any depth as per specification & direction of the Engineer in charge.150 mm dia.
20
2293
458.6
... More
200 mm dia.
15
2929
439.35
... More
Flange joint to C.I./ D.I./ M.S. pipes & specials including supply of rubber gasket, nut & bolts, washers etc. of best quality to make the joint water tight at required hydraulic pressure all complete as per specification & direction of the Engineer in charge.300 mm dia
5
1033
5165
... More
200 mm dia.
2
850
1700
... More
150 mm dia.
4
723
2892
... More
Steel Plates (E 250 conforms to IS: 2062-2006) (b) 10 - 20 mm 12mm thick
5.36
46500
249231.77
... More
Fabricating M.S.Pipes of different diameter in shop out of 8 mm to12 mm thick M.S. plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means bending the same in true curvature by template and rolling machine of approved design including proper marking leveling joints followed by electric arc welding as per relevant I.S. specification - longitudinal and circumferential, as necessary. Using standard electrodes including edge preparation, electricity charges and Hydraulic Testing of fabricated piece all complete as per specification and direction of engineer-in-charge. (Engineer-in-charge shall approve the electrodes for arc welding before use.) a) Diameter from 450 mm & upto 600 mm ii)10mm thk. Plate
4.29
13721
58833.71
... More
Fabricating M.S. Specials of different diameter in shop out of 8 mm to12 mm thick M.S. plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means bending the same in true curvature by template and rolling machine of approved design including proper marking leveling joints followed by electric arc welding - longitudinal and circumferential, as necessary. Using standard electrodes including edge preparation, electricity charges and Hydraulic Testing of fabricated piece all complete as per specification and direction of engineer-in-charge. (The Engineer-in-charge shall approve the electrodes for arc welding before use. Fabrication of M.S. flange to form M.S. Flanged Tail Piece shall not be considered as M.S. Special) ii)10mm thk. Plate
1.07
29799
31943.47
... More
Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI mark as per relevent IS Specification (heavy quality) having wall thickness not less than 5 mm. 150 mm diameter (Internal)
20
1521
30432
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Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI mark as per relevent IS Specification (heavy quality) having wall thickness not less than 8 mm. 200 mm diameter (Internal)
15
2420
36306
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300 mm diameter (Internal)
475
3644
1731090
... More
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) for Steel plate Upto 5 KM
1.48
106
156.87
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Per KM beyond 5 KM to 10 KM
1.48
146
216.06
... More
Per KM beyond 10 KM to 20 KM
1.48
206
304.86
... More
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) for MS pipe Upto 5 KM
475
1242
5899.5
... More
Per KM beyond 5 KM to 10 KM
475
1692
8037
... More
Per KM beyond 10 KM to 20 KM
475
2432
11552
... More
Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in-Charge. 12 mm thick plate.
52.13
372
19392.36
... More
5mm to 8mm thick plate.
7.86
213
1673.12
... More
Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant and all other tools and plants all complete as per specification and direction of Engineer-in-Charge.[Engineer-in-Charge shall approve the electrodes for arc welding before use] Throat thickness in mm. 12mm
52.13
2175
113382.75
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8mm
7.86
1359
10674.95
... More
Supply of M.S. Flange (Slipper type) as per IS-6392 Table 17 thickness 20mm-22mm.150 mm dia.
2
1039
2078
... More
200 mm dia.
4
1732
6928
... More
300 mm dia.
5
3463
17315
... More
M.S. Blank flange as per IS-6392 Table 20 for 50 mm to size & for 200mm & above as IS -6329 Table-14) thickness 20mm-22mm.200 mm dia
2
2424
4848
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150 mm dia.
1
1385
1385
... More
300 mm dia.
2
4618
9236
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Coating of "Epoxy" resin of thickness not less than 160 micron with a low viscosity, crystallisation- resintent epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a poly amide or amido poly amine or any other suitable hardener. it shall react with epoxy resin at normal ambient temperature, suitable for solvent -free coatings as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to be satisfaction of EIC. [This item will be operated on priorb permission from the concerned SE/ Dy.Chief Engineer]
933.17
449
418995.13
... More
Coating of "Food Gr. Epoxy" resin of thickness not less than 240 micron with a low viscosity, crystallisation- resintent food grade epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a poly amide or amido poly amine or any other suitable hardener. it shall react with epoxy resin at normal ambient temperature, suitable for solvent -free coatings as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion, give anti-fungal properties, as per guideline of FTA and USDA as well as damaged from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to be satisfaction of EIC. [Thisitem will be operated on priorb permission from the concerned SE/ Dy.Chief Engineer]
447.74
802
359083.47
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Lowering,fitting, fixing of all type of valves in proper position and alignment using chain pulley block or crane (for diameter above 250 mm) by providing temporary support as required gasket, nuts & bolts etc. all complete as per specification & direction of the Enginer in charge.300 mm dia.
2
2321
4642
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200 mm dia.
2
1764
3528
... More
150 mm dia.
4
1510
6040
... More
Hydraulically Testing of CI/ DI/ AC pipe line in sections under a head of water not less than 60m (6kg/sq.cm.pressure) or above as per specific requirements by filling the mains with supply of water including supply of all specials and equipments like pump sets, gauges, end caps/ blank flanges etc. all complete as per specification & direction of the Engineer in charge.300 mm dia.
475
2352
11172
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Disinfection of water main by filling with water containing bleaching powder of sufficient quantity capable of maintaining a residual chlorine concentration of 10mg/ ltr within the main after a detention period of two hours and flushing the same with fresh water all complete as per specification & direction of the Engineer in charge.300 mm dia.
475
1097
5210.75
... More
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 connection.
7500
33
247500
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Manufactuing and supplying M.S. Saddle with 10mm thick M.S. pipe, 25mm thick M.S.Flange including fabrcation true to size with M.S.clamp, drilling hole on angle/ flat, gas cutting and welding etc. complete.18 inch/ 6 inch dia.
1
14562
14562
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Wet connection with M.S.saddle on running mains by drilling with electric drill, plugging with wooden plug, using nuts & bolts, rubber insertion, dewatering trenches all complete excluding cost of M.S.saddle & earthwork.18 inch/ 4 inch dia. & 18 inch/ 6 inch dia.
1
16983
16983
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Ductile Iron double flanged manually operated sluice valve generally conforming to IS 14846:2000, having body, door, dome, gland in graded ductile iron to IS: 1865, four faces and spindle nut of gunmetal to IS: 318, inside screw non-rising stainless steel AISI 410 spindle valves suitable for maximum working pressure of 10 kg/cm2 and body tested to 15 kg/cm2 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 antifriction device. 300 mm dia.
1
54810
54810
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200 mm dia.
2
29744
59488
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150 mm dia.
2
16381
32762
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Double flanged double eccentric design manually operated ductile iron butterfly valve having body, disc and end cover in graded ductile iron to 65, synthetic rubber face ring secured on disc by a SS/AISI 304 retaining ring with stainless steel screws the rubbering seating on a corresponding integral monel 60 seat in body stub shaft of AISI 431 riding in PTFE lined stainless steel bearing, valves suitable for maximum working pressure of 10 kg/cm2 and body tested to 15 kg/cm2, flanges flat faced and drilled to IS 1538:1993. 300 mm dia.
1
48190
48190
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Ductile iron Single Chamber type air release valve having small orifice elastic ball resting on gunmetal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, valve with built-in-kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing inlet faced and drilled to IS 1538 Table 4 & 6. Valve suitable for maximum working pressure of 10 kg/sq.cm.150 mm dia.
2
40179
80358
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200 mm dia.
1
55539
55539
... More
Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI mark as per relevent IS specification (heavy quality) having wall thickness not less than 5 mm. 150 mm dia. (internal)
20
1268
25360
... More
200 mm dia. (internal)
15
1515
22725
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Hire and labour charges for 100 mm dia bamboo railing on Jhau/Eucalyptus post 1.40 m above G.L and 0.60 m below G.L tied strongly with bamboo railing with coir rope, digging holes for posts in any sort of soil/ concrete 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 separately). (a) 100mm. dia bamboo railing & 150mm. dia Jhaubullah/ Eucalyptus posts @ 1.80m apart.(i) Railing with 4 rows.
950
82
77900
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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.
8
813
6504
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Hire and labour charges for shoring work (including necessary close plank walling , framing , Eucalyptus/ Jhou Bullah piling strutting etc.) complete as per direction of Engineer- in Charges for foundation excavation (Vertical surface are in contract with supported earth is to be measured). (This item should be executed on specific direction of the E.I.C.(a) Depth upto 1.50 m
1932.9
386
746099.4
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
389.7
439
171078.3
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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.
25
214
5350
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(ii) 20 mm dia medium quality.
75
240
18000
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(iii) 25 mm dia medium quality.
75
319
23925
... More
(iv) 32 mm dia medium quality.
75
354
26550
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
51
358
18258
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Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion
9.08
5190
47099.25
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety
9.3
4603
42807.9
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 intersection, complete as per drawing and direction.Slab of chamber = 1.20% of concrete in M.T
0.88
71416
62564.7
... 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.Slab of Chamber = [3.5+3.0]x2x3.60
46.8
369
17269.2
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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
57.19
6068
347013.75
... More
A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
143.94
93621
134758.07
... More
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)
1178.72
7754
91397.94
... More
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 Engineer in charge
50.78
168
8531.06
... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(A) (i) Single Socketed 3 Meter Length (c) 160 mm
50
546
27300
... More
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (B) Under ground (iii) 160 mm dia.
50
93
4650
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Hire & labour charges for diesel generating set for lighting including fuel, 300M wire,11 points with 200Watt bulb with post for hanging & maintaining the same for day & night for the period.
30
1650
49500
... More
Signalling arrangements at both sides of site to avoid any accident during working period 4 nos red flugs during sunlight in 4 corners & 2 red light in other than sunlight.
30
202
6060
... More
Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line taking every detection against damage of S.W. pipe line, electric cable etc. as under ground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per direction of the Engineer in charge.
50
1867
93350
... More
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 4:1 cement morter - (a) 20mm thick plaster.
252
186
46872
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
252
34
8568
... More
Hire charges of moveable crane with fuel and manpower having load handling capacity upto 14 MT with the 45 deg. moveable arrangement & the bottom length of 40 feets for loading & unloading of various materials/ accessories of Water Supply works.For minimum engagement of 8 hrs. in a day.For beyond 8 hrs. of working
10
7936
79360
... More
For beyond 8 hrs. of working
12
992
11904
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.For structural members of specified sections weighing not less than 22.5 Kg/mtr.
3
59119
177357
... More
Supplying,fitting and fixing brass ferrule including connection with G.I. pipes of TATA make of following dia. and upto 450 mm long with screw,jamnut,sockets etc.,complete in all respect, including cutting trenches in all sorts of soil and filling up the trenches as per direction of the Engineer - in - Charge.(i) 25 mm dia.
3
1884
5652
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(ii) 20 mm dia.
4
1338
5352
... More
(iii) 15 mm dia
7
981
6867
... More
(iv) 10 mm dia.
6
965
5790
... More
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. The ferrule on the new main serviceable old G.I. pipes and other specials (new G.I. pipes and other specials, if required to be supplied shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer-in-Charge.
50
1427
71350
... More
Construction of Gully Pit 1100mm X 625mm inside measurement and depth of invert 1500mm below G.L. with 250mm thick cement brick work (1:4) over 150mm thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 150mm thick R.C.C. slab with M-20 cement concrete with 2% reinforcement in double layer brick-on-edge flooring in the invert, 20mm thick cement plaster (1:4) finished fine with 1.5mm thick neat cement in the inside of walls and invert including supplying, fitting and fixing R.C.P.C. Gully grid (15-M.T. load bearing capacity) and 225mm dia. C.I. Siphon including cutting hard crashed excavation, dewatering, back filling and removal of spoil as per standard drawing of K.M.C
5
23683
118415
... More
Estimated amount
-
-
-
... More
GST 18%
1
1201733
1201733.51
... More
CESS 1%
1
78780
78780.31
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