KMC/E.E(C)/BR-XVI/124/013/ 26-27/2ND CALL
Kolkata Municipal Corporation · Kolkata, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.9L
- EMD: ₹6K
- Published: 13 Oct 2026
- Closing date: 28 Oct 2026
- Status: open
- Status as of: 22 Oct 2026 03:34 UTC
- Department: Executive Engineer (Civil), Borough-XVI
- Office: Executive Engineer (Civil), Borough-XVI, 4 Diamond Park, Joka, Kolkata – 700104
Description
Improvement of the road by laying Jhama and hot-mix at M.G. Road Bye Lane, near Sacred Heart Church, Ward No. 124, under Borough XVI, Kolkata. The work includes road sub-base construction, tack coat application and laying hot asphalt mixture. Completion is required within 90 days from the work order; work must commence within 5 days. The tender requires an earnest money deposit of Rs. 6,000.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Trade/professional licence under Section 199/200 of the Kolkata Municipal Act, 1980, Declaration regarding interest of Municipal Officers or Servants in the tenderer's business and relationship or close connection with specified Corporation officials, Factory location and details of available machinery and manpower
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Commercial terms
- Bid type: Percentage
- Evaluation: Lowest tender, with fairness of quotation and past conduct of the contractor considered
- Make in India (MII): No
- MSE preference: No
Line items (5)
- 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)) — Qty: 51.975 M3
- 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). (ii) For Construction of Sub Base by consolidating Brick Bats / Laterite (90 mm to 45 mm) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10 (ii) Page No.247 & page-222 sl. No-5 (f)) — Qty: 38.25 M3
- 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.) ( Ref :PWD (Rds & Brdgs)-2018, Page No.213 (Table No.3.3?1) & Page No. 251, It. No. 5.02, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) — Qty: 693 SQM
- 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) Day 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 ) — Qty: 693 SQM
- CESS 1% — Qty: 1 Nos.
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