Kolkata Municipal Corporation Tender

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Kolkata Municipal Corporation - KMC Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date29 Jun 2024
Closing Date27 Jul 2024
Tender Amount₹ 7,48,14,775 
Notes
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Costs

Description

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BOQ Items

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Cutting & picking up existing metalled black top portion of road surface to an average depth of 300mm by using jack hammer with all necessary tools & plants including screening the serviceable materials & stacking with in a lead of 75mtr all complete as per direction of the Engineer in charge.

1082.04

688177

636

... More
Lowering any type C.I.pipes & specials and laying along trenches at any depth as per specification & direction of the Engineer in charge.1000 mm dia.

1500

1214040

80936

... More
450 mm dia

10

2196

21960

... More
Supplying and fabricating 20 mm 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.] 1000 mm dia

4

113816

28454

... More
450 mm dia

12

124728

10394

... 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. 1000 mm dia

4

33632

8408

... More
450 mm dia

12

25464

2122

... More
300 mm dia

12

12396

1033

... More
200 mm dia.

20

17000

850

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Steel Plates (E 250 conforms to IS: 2062-2006) (b)12 mm thick

374.8

27360749

73000

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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.)a) 1100 mm dia. ii)10mm thk. Plate

299.84

3260201

10873

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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. a0 1000 mm dia

74.96

2371764

31640

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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 diameter in mm 1000 mm dia Upto 5 KM

1500

133425

88.95

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450 mm dia Upto 5 KM

10

289

28.98

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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. 10 mm thick plate.

1907.5

568434

298

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5 to 8 mm thick plate.

156.98

33436

213

... More
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 10mm

4140.09

8971570

2167

162.75

235009

1444

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Supply of M.S. Flange (Slipper type) as per IS-6392 Table 17 thickness 20mm-22mm 300 mm dia

12

41556

3463

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200 mm dia.

20

34640

1732

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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]

4865.14

2184446

449

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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]

4727.14

3791165

802

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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. 1000 mm dia.

2

36006

18003

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450 mm dia.

6

27606

4601

... More
300 mm dia.

6

13926

2321

... More
200 mm dia.

20

35280

1764

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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

1500

300585

20039

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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.

1500

52545

3503

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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.

6000

198000

33

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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. 450 mm dia.

6

1149084

191514

... More
300 mm dia.

6

328860

54810

... More
200 mm dia.

10

297440

29744

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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. 1000mm dia.

2

827300

413650

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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.

10

555390

55539

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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 300 mm dia. (internal)

10

30370

3037

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200 mm dia ineternal

50

100850

2017

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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.

3000

246000

82

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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

6504

813

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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

4506

1739316

386

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(b) For additional depth beyond 1.5 m. and upto 3.00 m

4206

1846434

439

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(c) For additional depth beyond 3 m. and upto 4.00 m

0.8

398

498

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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.

19.22

6880

358

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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

2.88

14962

5190

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour in ground floor. 3 mm. thick topping (high polishing grinding on this item is not permitted with ordinary cement).using grey cement.(iii) 35 mm. thick.(add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item no.5 and 6 of subhead a).

15.68

5174

330

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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)

360

337035

93621

... 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)

8168.95

633420

7754

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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

1833.49

304359

166

... More
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

50

82500

1650

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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.

50

10100

202

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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.

25

46675

1867

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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.

40.39

7512

186

... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

40.39

1373

34

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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

40

317440

7936

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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.

2

118238

59119

... 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

195.4

72104

369

... More
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.(a) for works in foundation and upto roof of ground floor/upto 4 m.(i) tor steel/mild steel.ii. other than SAIL/ TATA/RINL

2.59

185253

71416

... More
Supplying ready mixed concrete of m 25 grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following i.s. 10262 and i.s. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the manufacturer/ supplier] in ground floor and foundation (i) without approved concrete pump

19.04

134952

7088.64

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Estimated amount

-

-

-

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GST 18%

1

11299429

11299429

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CESS 1%

1

740740

740740.35



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