Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 4,83,00,861
AI Insights
Technical
Technical
Bid Capacity
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The bid capacity required can be represented with the following values and formulas:
- 20% of the estimated tender amount for a single work.
- 25% of the estimated tender amount for each of two works for the 2nd Call of NIT.
- 30% of the estimated tender amount for a single work for the 2nd Call of NIT.
- 40% of the estimated tender amount for a single work for the 1st Call of NIT.
- Completion extent of 70% or more for a running work in the 3rd Call of NIT.
- Completion extent of 75% or more for a running work in the 2nd Call of NIT.
- Completion extent of 80% or more for a running work in the 1st Call of NIT. Formulas:
1. Minimum value of competed work = 20% of the estimated amount (for 3rd Call of NIT)
2. Minimum value of competed work = 25% of the estimated amount for each of two works (for 2nd Call of NIT)
3. Minimum value of competed work = 30% of the estimated amount (for 2nd Call of NIT)
4. Minimum value of competed work = 40% of the estimated amount (for 1st Call of NIT)
5. Minimum value of single running work = 20% of the estimated amount, with completion extent of 70% or more (for 3rd Call of NIT)
6. Minimum value of single running work = 30% of the estimated amount, with completion extent of 75% or more (for 2nd Call of NIT)
7. Minimum value of single running work = 40% of the estimated amount, with completion extent of 80% or more (for 1st Call of NIT)
Technical Capacity
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The required prior work experience for the bidder includes producing credentials of a similar nature of completed work with a minimum value of 30% or 40% of the estimated amount put to tender during 5 years prior to the date of issue of the tender notice. Alternatively, the bidder can produce credentials of 2 similar nature of completed work, each with a minimum value of 25% or 30% of the estimated amount put to tender during 5 years prior to the date of issue of the tender notice. For a single running work, the bidder should have completed it to the extent of 75% or 80% with a value not less than the desired value at 30% or 40% of the estimated amount. The required prior work experience for the bidder is 5 years within the country. The values and percentages mentioned are: - 30% of the estimated amount for a single completed work
- 25% or 30% of the estimated amount for each of the two completed works
- 75% or 80% completion of a single running work
- The value of the single running work should not be less than the desired value at the first option (30% or 40% of the estimated amount) Additionally, for work value more than 1.0 Crore, the bidder must have one Degree holder engineer and two Diploma holder engineers posted on site. The bidder should provide information on similar work in progress, and for similar works completed, the details include: - Work order number and date - Work value in INR (in Lakhs) - Completion time in months - Actual start and completion dates of the work - Reasons for delay in completion, if any. The bidder may also be required to provide an additional performance security equivalent to 10% of the tendered amount if the accepted bid value is more than 20% less than the estimated amount put to tender.
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KMC_816066_1Tender No
KMC/ROADS/2024-2025/760Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal / Laterite (63 mm to 45 mm) (Moorum replaced with course sand) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 & page-222 sl. No- 1 & 5 (e))
36.93
2596
95902.39
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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour,cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular Surfaces treated with primer (Using Bitumen Emulsion at the rate of 0.25 to 0.30 kg per sqm.)(Rate as per PWD(WB) schedule of rates 2018 (Roads & Bridge Work), page-213(table-3.3-1) & 251 (item-5.02))
492.41
10
5007.78
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Transportation and laying 40 mm thick hot asphaltum mixture from kmc plant to the work site including rolling but excluding the cost of tack coat (covered area- 1250 square meter per 100 mt hot-mixture)
a) without paver finisher
i) Night Time ( Ref :As per KMC Rates, taxes, fees & Charges for the year 2019-2020, As per present market Price, Rate appvd. By D.G.(Civil) Circular No-21 of 2016-17 dtd-25.10.16 vide resolution MIC meeting (Item no-M-29.22 dtd-21.09.16), Mpl. Secretary Circullar no-02 of 2018-19 dtd.04.04.2018 )
492.41
45
22158.34
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Liquid Seal Coat (Type A) Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder on thoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) With Cationic Bitumen Emulsion (@ 15.00 kg / 10 sqm.)((Ref. - Item No. - 5.13(A)(II), P-258 of P.W(R)D Schedule 2018, Format-B, P-220 of P.W(R)D Schedule 2018, TABLE No. T-1, Item no.-4/A, P-230 of P.W(R)D Schedule 2018, TABLE III-2, ROW-16, P-226 of P.W(R)D Schedule 2018, Ref-TABLE No. T-1, Item no.-3/A, P-230 of P.W(R)D Schedule 2018, 1.03 A (C), P-227 of P.W(R)D Schedule 2018, TABLE No. T-1, Item no.-3/A, P-230 of P.W(R)D Schedule 2018))
492.41
64
31962.17
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Sub Total
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-
-
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GST 18%
1
60000
72950
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CESS 1%
1
5600
4782.26
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