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 Date17 Jan 2025
Tender Amount₹ 5,10,83,650
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KMC_771833_1Bid Award Id
ViewTender No
KMC/WS/PROJECT/51/2024-25Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
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.200 mm dia.
10
2929
292.9
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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. 200 mm dia.
2
850
1700
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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) For 1400 mm Dia Pipe
900
8895
80055
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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. 12mm
1321.64
372
491650.08
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5 to 8 mm thick plate.
3.14
213
669.25
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Field welding of machined ends of pieces of M.S. pipes and specials for laying the same inside trench/ over ground 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 12 mm
1321.64
2889
3818217.96
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8 mm
3.14
1806
5674.45
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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. 1400 mm dia
2
16949
33898
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200 mm dia.
2
850
1700
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Supply of M.S. Flange (Slipper type) as per IS-6392 Table 17 thickness 20mm-22mm 200 mm dia
2
1732
3464
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Supplying and fabricating 20 mm to 32 mm thick (finished thickness) M.S. Blank Flange properly ribbed, one face machined including drilling holes as per standard table, fitting and fixing the same with M.S. flanged pipe with supply of nuts, bolts, washers, gasket etc. of best quality all complete as per specification and direction of the Engineer in charge. 1400mm dia.
2
56860
113720
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Supplying and fabricating 20mm to 32mm thick (finished thickness) M.S.flange, properly ribbed one face machined, including drilling holes as per standard table, fitting and fixing the same with M.S.pipe by electric arc welding as per relevant I.S. specification using standard electrodes and direction of the Engineer in charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use.] 1400mm dia.
2
52268
104536
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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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Steel Plates (E 250 conforms to IS: 2062-2006) (c) Above 10 mm upto 20 mm thickness 12mm thick
372930.26
68
25583016.11
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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.) j) 1400 mm dia. II)12mm thk.
372.93
9340
3483168.67
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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]
3962.06
449
1778965.84
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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]
3958.92
802
3175053.84
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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. 200 mm dia
2
1764
3528
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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. 1000 mm dia
900
29027
261243
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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.
900
6329
56961
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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.
12000
33
396000
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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. 200 mm dia.
2
55539
111078
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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 5 mm 200 mmm dia internal
10
1515
15150
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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.
1800
82
147600
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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.
4
813
3252
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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
1050
386
405300
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
1050
439
460950
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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.
10
214
2140
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(ii) 20 mm dia medium quality.
10
240
2400
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(iii) 25 mm dia medium quality.
10
319
3190
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(iv) 32 mm dia medium quality.
5
354
1770
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
60
358
21480
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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
4.5
5190
23355
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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
6
4603
27618
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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
30
5682
170460
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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
1385.62
166
230013.25
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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (c) 160 mm
30
546
16380
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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
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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
60
1650
99000
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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.
60
202
12120
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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
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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.
72
186
13392
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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.
72
34
2448
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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
30
7936
238080
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For beyond 8 hrs. of working
10
992
9920
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Estimated amount
-
-
-
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GST 18%
1
7715268
7715268.48
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CESS 1%
1
505778
505778.71
Evaluation Notes How It Works ?
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