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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC 10G EAST TOPSIA ROAD KOLKATA 700046 | KOLKATA | WEST BENGAL | 700046 | ₹27.9 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹29.3 LRejected-Finance | ₹29.3 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹30.9 LRejected-Finance 00 MISSA MISSA NAGAON NAGAON ASSAM 782138 UDYAM AS 22 0003349 | NAGAON | ASSAM | 782138 | ₹30.9 L | L3 | Rejected-Finance 3RD LOWEST |
Tender Value
₹28.2 L
EMD Value
₹57,000
Closing Date
24 Jan 2026, 12:00 pmClosed
DG CIVIL
OFFICE DG CIVIL THE KOLKATA MUNICIPAL CORPORATION 5 S.N. BANERJEE ROAD KOLKATA 700013
DEVELOPMENT OF KALYANNAGAR AND BARMA COLONY MAIN ROAD TO REDUCE THE ROAD DUST AND IMPROVE THE AIR QUALITY FROM PRE. NO.-7 TO PRE. NO.-62/1 IN WARD NO.-143.
2026_KMC_982831_1
KMC/DG(C)/BR-XVI/143/039/25-26
Open Tender
CIVIL WORKS
45 days
WARD NO.-143.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹57,000
9 Apr 2026
9 Jan 2026
27 Jan 2026
9 Jan 2026
24 Jan 2026
9 Jan 2026
BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 4. (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)
BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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))
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))
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,)
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 )
Sub Total
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