Kolkata Metropolitan Development Authority Tender

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Kolkata Metropolitan Development Authority - KMDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 3,48,84,772 
Notes
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Bid Capacity
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To extract the bid capacity required in the given tender to bid, we need to look at the specific requirements and formulas provided. The bid capacity can be determined by the following formulas and values: 1. 40% of the estimated amount put to tender (for one similar work) 2. 30% of the estimated amount put to tender (for two similar works) 3. 80% completion of a single running work with a value not less than the desired value. Given the estimated cost of the work is Rs. 46,20,337.00, we can calculate the bid capacity as follows: - For one similar work: 40% of Rs. 46,20,337.00 = 0.4 * 46,20,337.00 = Rs. 18,48,134.80 - For two similar works: 30% of Rs. 46,20,337.00 = 0.3 * 46,20,337.00 = Rs. 13,86,101.10 Additionally, other capacities required to bid include: 1. Minimum value of completed work: 30% of the estimated amount put to tender in the last 5 years. 2. Single Running Work of Similar Nature: 80% or more completion of a work with a value not less than the desired value. 3. Bank Solvency Certificate: Minimum of 25% of the estimated amount put to tender, obtained within the last six months. 4. Annual Average Turnover: At least 40% of the estimated amounts put to tender for the last three financial years. Formulas: 1. Minimum completed work value = 0.3 * Estimated amount put to tender 2. Bank Solvency Certificate = 0.25 * Estimated amount put to tender 3. Annual Average Turnover = (Total turnover for last 3 years) / 3 ≥ 0.4 * Estimated amount put to tender Using the estimated cost of the work (Rs. 46,20,337.00), we can calculate: - Minimum completed work value = 0.3 * 46,20,337.00 = Rs. 13,86,101.10 - Bank Solvency Certificate = 0.25 * 46,20,337.00 = Rs. 11,55,084.25 - Annual Average Turnover = (Total turnover for last 3 years) / 3 ≥ 0.4 * 46,20,337.00 = Total turnover for last 3 years ≥ 3 * 18,48,134.80 = Rs. 55,44,404.40 Therefore, the bid capacity required in the given tender to bid can be calculated using the provided formulas and estimated cost of the work.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar works in construction of drainage/sewerage or similar type of civil work. The bidder should have completed at least one similar work with a minimum value of 40% of the estimated amount put to tender during the last 5 years. Alternatively, the bidder should have completed at least two similar works, each with a minimum value of 30% of the estimated amount put to tender during the last 5 years. Another option is that the bidder should have completed one single running work of similar nature, which has been completed to the extent of 80% or more, and the value of which is not less than the desired value. In terms of specific values and percentages, the bidder should have: - 40% of the estimated amount put to tender for one similar work - 30% of the estimated amount put to tender for each of two similar works - 80% completion of a single running work of similar nature, with a value not less than the desired value. Additionally, another source mentions that the bidder should have a minimum of 3 similar works, with two of value not less than 40% of the estimated amount put to tender and one of value not less than 30% of the estimated amount put to tender. Also, the bidder should have an annual average turnover of at least 40% of the estimated amount put to tender for the last three financial years. A Bank Solvency Certificate of minimum 25% of the estimated amount is also required.

Costs

Summary

08/se(p)/w And S/kmda Of 2024-2025 Sl-01

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick

21

939

19719

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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.

5348

34

181832

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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (b) For additional depth beyond 1.5 m. and up to 3.00 m

1034

439

453926

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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). (a) With earth obtained from excavation of foundation.

565.74

7754

43867.32

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Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

1700

23

39100

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur Variety

577.49

5285

3052340.72

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

463.01

5780

2676563.58

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Utility line shifting. a) Electrical pole(one pole @500m).

31

23771

736901

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring

1542.62

19238

296769.24

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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). (a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

2406.92

369

888153.48

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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]. (i) With 1:4 cement mortar (a) 20 mm thick plaster

5348

186

994728

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Constructing gully pit to a depth of 1.50m (Inside) with 250mm th. 1st class Brick Work (1:4) in all sides over a layer of jhama brick soling & 100mm th. jhama cement concrete (1:4:8) including necessary earth work, providing approved type C.I. Syphone (225mm dia) with topping RCPC gully grid (15MT load bearing capacity) constructing invert with brick-on-edge, including 20mm th. inside cement plaster (1:4) finished with neat cement punning, at the top 150mm th. R.C.C. slab (1:1.5:3) with stone chips including necessary reinforcement, shuttering as per standard drawing and as directed by E-I-C complete in all respect and removal of surplus earth with all costs of labour and materials. Inside measurement of gully pit, 1100mm ×600mm

43

23005

989215

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Utility line shifting. c) Water Line (1m @ 150m avg. dia 400).

15

4580

68700

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Cess @ 1 % on Sl No. - 01 to 25

1

345393

345393.79

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Goods and Services Tax (GST) @ 18 % on Sl No. - 01 to 24

1

5268718

5268718.77

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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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m . (i) Tor steel/Mild Steel. II. Other thanManufacturers not specified.

54.52

55378

3019245.63

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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).

962.48

93621

901083.4

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Supplying, fitting and fixing yard gully with approved H.C.I. grating complete. (i) 225 mm X 150 mm with 230 mm gratings

71

508

36068

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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.

3849.9

361

1389813.9

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Utility line shifting. b) HT Line (1m @ 200m).

12

1800

21600

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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 raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C

43

1867

80281

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

5774.86

11927

688767.55

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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (a) Depth up to 1.5 m.

3660

386

1412760



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