Mahanadi Coalfields Limited Tender

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Mahanadi Coalfields Limited - MCL Tender

Works
Civil And Construction
Eprocure
Opening Date12 Feb 2025
Closing Date24 Mar 2025
Tender Amount₹ 11,14,18,717 
Notes
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Class Of Bidder
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Class-I local supplier or Class-II local supplier.
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is: 1. Average Annual Financial Turnover: at least 30% of the estimated cost put to tender, calculated as Average Annual Financial Turnover ≥ 0.3 * Estimated Cost 2. Working Capital: The Bidder must submit the Certificate of possessing adequate Working Capital (at least 20% of the “Annualized value or Estimated value whichever is less” of this work), calculated as Working Capital ≥ 0.2 * (Annualized Value or Estimated Value) 3. Weighted Turnover: Turnover * (1 + 0.07 * number of years since the end of the financial year) 4. Weighted Value of Completed Work: Value of Completed Work * (1 + 0.07 * number of years since the end of the completion year) Additionally, the Annualized Value can be calculated as (Estimated Cost of the work including GST) * (365 / Period of construction of plant including trial run and performance guarantee test in days) Note that the exact values cannot be calculated without the estimated cost and period of construction.
Technical Capacity
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The required prior work experience for the bidder includes having successfully completed similar works in the form of: - Three similar completed works each costing not less than 20% of the estimated cost put to tender. - Two similar completed works each costing not less than 25% of the estimated cost put to tender. - One similar completed work costing not less than 40% of the estimated cost put to tender. The similar nature of work is defined as "Planning, Design, Construction, Testing & Commissioning of Water Treatment Plant or Sewerage Treatment Plant". The cost of previous completed work(s) shall be given a simple weightage of 7% per year to bring them at current price level, while evaluating the qualification requirement of the bidder.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

4000

300

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Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 :Up to 300 mm dia

4.5

7335

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :200 mm dia pipes

752

220

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Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :200 mm diameter pipe

24

426

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Providing and fixing bolts including nuts and washers complete.

72

153

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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :100 mm dia

4

7906

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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavaUon, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floaUng coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

3

22827

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Providing and fixing Cast Iron Non- Return Valve (with Flanged) complete Swing Type with Nitrile Rubber Flap, Flanged Ends to IS:1538 ; PN-1.6

8

25000

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Supply, installation, testing and commission of high-pressure clear water transfer pump (100 cu. mtr. per hr. flow and 120 mtr. head) with Necessary accessories, electrical Starter panel all complete

4

230000

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Supply, installation, testing and commission of 2MGD water treatment plant having upflow Gavity filter, clarifier, dosing system, required pump, pipeline, valve and accesories etc. with necessary civil works. Plant Description : i) 1 Nos. Aeration tank ii) 1 No. Rapid gravity filter iii) 1 No. Flush Mixture iv) 1 no. cascade with lime / alum/ amonium alum dosing system v) 1 no. chlorine dosing system vi) flocculator vii) tube settler viii) Necessary valve, pipeline, accessories, electrical panel all complete ix) 1 no. chlorine dosing system x) Oil and Grease chamber xi) Semi Treated Water tank xii) Raw water and semi treated water transfer pumps xii)Air blower xiv) Diffusers

1

51000000

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

81.64

216

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Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete.

43

864

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

9.9

4621

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

33.5

5831

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Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns

48.8

252

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Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

28.03

4897

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

4270

118

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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

149.1

840

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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)

9.4

607

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

64.1

173

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12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

376.49

217

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

46

434

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

103.1

110

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Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)

98

81

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

0.9

6777

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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

16.86

252

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

1292.41

97

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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

18

317

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Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

37.79

6059

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

10.51

5137

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

12.35

7051

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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

64.4

505

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum

16.41

8151

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Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

64.31

619

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Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts

34.32

649

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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)

9.9

293

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

2138.39

97

-

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc.

25.92

178

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Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

4

192

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

60

434

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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)

60

196

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Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats

184.71

105

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

21.6

160

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces

8.4

4660

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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

21.6

163

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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Float glass panes 4 mm thick glass pane (weight not less than 10kg/sqm)

1.44

1841

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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

153.78

142

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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

153.78

147

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Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.

62.14

615

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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

20.7

526

-

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PART B - OPERATION COST

-

-

-

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Operation of filter plant in two shifts as per Instruction of EIC. Scope of work :- The agency has to engage one Nos skilled and one Nos unskilled manpower to be engaged in each shift for two shifts.

4380

1408

-

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PART C - ELECTRICAL PART

-

-

-

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Supply, installation, testing and commission of centrifugal pump, multistage 180 lps (650 cum/hr). 200 meters head complete with 400KW, 3.3KV motor and starter (NFLP) along with valves and accessories.

2

1969072

-

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Supply, installation, testing and commission of 1MVA, 11KV/3.3KV power trasnformer along with its accessories

1

391864

-

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Supply, installation, testing and commission of 11KV grade polymer make GOAB switch horizontal mounted type

2

25000

-

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Supply, installation, testing and commission of 11KV grade DO fuse for both incoming and outgoing side

2

5083

-

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Supply, installation, testing and commission of 400 Amp. 3.3KV, 150MVA outdoor type field switch along with its accessories

2

517000

-

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Supply and fixing of electric panel box with required specifications.

1

8050

-

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Supply, installation, testing and commission of 11KV 5KA, grade polymer make lightning arrestor

1

26000

-

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Supply and laying of 11KV grade 3 core 95 sq mm armoured copper cable.

100

2808

-

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Supply and laying of 3.3KV grade 3 core 70 sq mm armoured cable cable.

85

2288

-

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Supply and fixing of 63Amp double pole MCB with enclosure

2

290

-

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Supply and fixing of 125Amp 4 pole MCCB

2

3051

-

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Supply and fixing of 32Amp single pole MCB with enclosure

10

110

-

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Supply and fixing of copper flat

15

1303

-

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Earthing system with GI plate and other necessary accessories,

4

6093

-

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PART D - MAINTENANCE COST

-

-

-

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Maintenance cost @ 5% of Part A for 5 years

5

3169871

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Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC

1

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