Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 Nov 2024
Closing Date21 Dec 2024
Tender Amount₹ 60,92,259
Costs
EMD
₹ 1,21,845Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMC_771806_1Tender No
KMC/WS/PROJECT/48/2024-25Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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.
30
2293
687.9
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.
2
1033
2066
150 mm dia.
4
723
2892
M.S. Plate as per IS: 2062-2011/ Latest Revision, Make: SAIL/ TATA/ JINDAL (b) above 2 mm upto 10 mm thickness 10mm thick
832.43
73
60767.65
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
0.83
13721
11421.82
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
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.
620
3644
2259528
Carriage of CI/ DI/ 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) Upto 5 KM
620
1242
7700.4
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. 5mm to 8mm thick plate.
202.66
213
43166.37
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 8mm
202.66
1359
275413.58
Supply of M.S. Flange (Slipper type) as per IS-6392 Table 17 thickness 20mm-22mm 150 mm dia.
2
1039
2078
300 mm dia.
2
3463
6926
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 150 mm dia.
1
1385
1385
300 mm dia.
2
4618
9236
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]
1178.25
449
529034.25
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
150 mm dia.
4
1510
6040
Hydraulically Testing of M.S. Pipes 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. and providing suitable thrust block all complete as per specification & direction of the Engineer in charge. 300 mm dia.
620
2352
14582.4
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.
620
1097
6801.4
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.
1500
33
49500
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. 300 mm dia.
1
54810
54810
150 mm dia.
4
16381
65524
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
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.
4
40179
160716
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.
1240
82
101680
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 mmx600 mm size of board.
4
813
3252
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
(ii)20 mm dia medium quality.
20
240
4800
(ii)25 mm dia medium quality.
25
319
7975
(iii)32 mm dia medium quality.
25
354
8850
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
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
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
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.
0.88
71416
62564.7
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
46.8
369
17269.2
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
57.19
6068
347013.75
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)
1316.07
7754
102048
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
61.63
168
10353.99
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. (A) (i) single socketed 3 meter length. 160 mm.
30
546
16380
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.
30
93
2790
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.
25
1650
41250
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.
25
202
5050
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.
30
1867
56010
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
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
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.
12
7936
95232
For beyond 8 hrs. of working.
10
992
9920
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
(i) 20 mm dia.
4
1338
5352
(i) 15 mm dia.
7
981
6867
(i) 10 mm dia.
6
965
5790
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.
20
1427
28540
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
1
23683
23683
Estimated amount
-
-
-
GST 18%
1
920126
920126
CESS 1%
1
60319
60319
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