Kolkata Metropolitan Development Authority Tender

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Kolkata Metropolitan Development Authority - KMDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 3,91,48,889 
Notes
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AI Insights

Bid Capacity
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To determine the bid capacity required, we look at the eligibility criteria for bidders, which include producing credentials of similar nature works completed within a specified timeframe. The criteria outline three scenarios: 1. A single completed work of a similar nature with a minimum value of 40% of the estimated amount put to tender. 2. Two completed works of a similar nature, each with a minimum value of 30% of the estimated amount put to tender. 3. A single running work of a similar nature, completed to 80% or more, with a value not less than 40% of the estimated amount put to tender. The formulas for calculating the bid capacity are based on these percentages of the estimated amount. However, without the actual estimated amount provided, we cannot calculate a specific numerical value for the bid capacity. The formulas provided are: - 40% of the estimated amount for a single completed work. - 30% of the estimated amount for each of two completed works. - Not less than 40% of the estimated amount for a single running work completed to 80% or more. Additionally, bidders must meet financial criteria such as having an average annual turnover for the last three years in accordance with the total project cost, and providing a Bank Solvency Certificate in conformity with the total project cost. But without a clear formula or specific threshold value for the bid capacity, we cannot accurately extract a precise bid capacity requirement.
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned in terms of years. However, the bidder needs to demonstrate experience by uploading a Technical Credential, Work Order, Payment certificate, and B.O.Q of similar nature of work, indicating that they should have completed similar works in the past. The exact value and percentage of similar works completed are not specified, except for the requirement that the Average annual Turn Over of the last 3 years should be more than 40% of the tender value, with the individual/Cumulative Total Project Cost applied for this NIT.

Costs

Summary

26/se/c-iii/rb/kmda Of 2024-25 Dt.18/02/2025

Description

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BOQ Items

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Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading II

1525

2081

3173540.25

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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

1563

2187

3419828.37

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Supplying and laying in the specified pattern of interlocking concrete block pavements (ICBP) with concrete blocks (With concrete grade as specified as per Table 1 of IS -15268:2006) manufactured in steel mould clamped to a vibrating table by hydrulic pressure (As per Cl. No: 6.30 of IRC :SP;63(2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per cl. No.3.26 of IS:15658) and of specified size and shpae with aspect ration (The ratio of length to thickness of a paver block, as per Cl. No:3.3 of IS 15658) as per Table 2 of IS :15658 with flexural strength / breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35mm thick (Grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No; 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 100 mm thick Colour Decorative

6250

1679

10493750

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Supplying and laying of R.C.C. pipe with spigot - socket/Roll on jointed pipe, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound, filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in- charge. (Payment to be made on the basis of actual finished length of the pipe line). A) Class NP-3 Pipe n) 500 mm dia

1200

6218

7461600

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Constructing Catch pit to a depth of 0.6 meter (Inside), 250mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soiling and 75mm thick cement concrete with stone chips (1:3:6) including necessary earth work, with 20mm thick cement plastering (1:4) and artificial stone flooring finished.

162

4716

763992

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Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iii) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 600 mm X 75 mm Frame: 750 mm X 150 mm opening: 525mm Weight: 170 kg (approx)

222

4034

895548

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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

87

5682

494334

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Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand.

86.4

361

31190.4

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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 1:4 cement mortar (a) 20 mm thick plaster

288

194

55872

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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 aftercompletion of works (upto roof of ground floor) (a) (f) 25 mm to 30 mm shuttering without staging in foundation

132

209

27588

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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.

280

5952

1666618.8

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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

22

55375

1218262.54

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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.

4812

166

798792

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GST @ 18 % on Sl No 1 TO 16

1

5912737

5912737

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Cess @ 1 % On Sl No 1 o 17

1

387612

387612.76



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