Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jan 2025
Closing Date7 Feb 2025
Tender Amount₹ 2,69,39,911
AI Insights
Technical
Technical
Financial
Bid Capacity
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The bid capacity required includes several components with specific values and formulas. 1. Bank Solvency Certificate: 25% of the estimated amount put to tender.
2. Annual average turnover: 40% of the estimated amounts put to tender of the last three financial years.
3. Earnest Money Deposit (EMD): 2% of the tender value.
4. Security Deposit: 10% of the value of work actually done, which includes the Earnest Money deposited at the time of tendering. Additionally, the bidder must have completed works or a running work with a value of at least 40% of the estimated tender amount, or two completed works each with a value of at least 30% of the estimated tender amount. Formulas for calculating the bid capacity based on completed or running works are:
- For one similar completed work: 40% of the estimated tender amount
- For two similar completed works: 60% of the estimated tender amount (2 * 30% of the estimated tender amount)
- For one single running work: The value of the work should be at least equal to the desired value, which can be inferred as 40% of the estimated tender amount.
Technical Capacity
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The bidder should have prior work experience in similar nature of work, such as construction of drainage/sewerage or similar type of civil work. The required prior work experience is as follows: - The bidder should have completed at least 1 (one) similar work with a minimum value of 40% of the estimated amount put to tender during the last 5 (five) years prior to the date of issue of the tender notice.
- Alternatively, the bidder should have completed at least 2 (two) similar works, each with a minimum value of 30% of the estimated amount put to tender during the last 5 (five) years prior to the date of issue of the tender notice.
- Another option is that the bidder should have completed at least 1 (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 mentioned above. Additionally, 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, and should submit a Bank Solvency Certificate of minimum of 25% of the estimated amount put to tender. The bidder should also have in their full-time engagement experienced technical personnel with sufficient knowledge of PERT/CPM, with a minimum of one Civil Engineering Degree holder and one Civil Engineering Diploma holder.
Costs
EMD
₹ 5,38,798Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
07/se(p)/w And S/kmda Of 2024-2025 Sl-01
Description
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Contact
Tender Id
2025_KMDA_800757_1Bid Award Id
ViewTender No
07/SE(P)/W and S/KMDA of 2024-2025Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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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.
39.47
55378
2185796.5
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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.
2070
386
799020
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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
712.5
439
312787.5
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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
29
1867
54143
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Cess @ 1 % on Sl No. - 01 to 25
1
266731
266731.79
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Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
1282.5
5682
7287165
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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.
4000
23
92000
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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.
3483.7
361
1257615.7
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Utility line shifting.
a) Electrical pole(one pole @500m).
29
23771
689359
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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
47
508
23876
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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.
4232.55
11927
504816.24
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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.
3840
34
130560
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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)
(ii) 25 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size
Cover: 680 mm X 90 mm Frame: 800 mm X 165 mm
Opening: 500mm Weight: 196 kg (approx)
174
3382
588468
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Utility line shifting.
c) Water Line (1m @ 150m avg. dia 400).
10
4580
45800
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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
22
939
20658
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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
29
23005
667145
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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
3840
186
714240
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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
522.56
5285
2762006.56
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Goods and Services Tax (GST) @ 18 % on Sl No. - 01 to 24
1
4068790
4068790.08
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Utility line shifting.
b) HT Line (1m @ 200m).
8
1800
14400
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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
335.24
5780
1937952.04
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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
1468.81
19238
282569.67
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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
4711.37
166
782087.42
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