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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC | ₹3.8 L Quoted ₹15,779.95 | 1 | Accepted-AOC 1L |
| 2 | 2₹16,112.91+₹332.96 (2.11%)Rejected-Finance | ₹16,112.91+₹332.96 (2.11%) | 2 | Rejected-Finance 2L |
| 3 | 3₹16,411.15+₹631.20 (4.00%)Rejected-Finance | ₹16,411.15+₹631.20 (4.00%) | 3 | Rejected-Finance 3L |
Tender Value
₹3.8 L
EMD Value
₹7,500
Closing Date
26 Feb 2026, 3:00 pmClosed
EEC BR-VI
1, HOGG STREET, KOLKATA-87
URGENT REPAIR OF POTHOLES, DEPRESSIONS AND CROSS-CUTS OF ROAD SURFACE IN WARD NO. 46
2026_KMC_1009571_1
VI/046/POTHOLES/2026-2027
Open Tender
CIVIL WORKS
Percentage
365 days
WARD 46
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7,500
17 Aug 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (i) In ordinary soil | 1 | M3 | 79.9 | ₹79.9 |
| 2 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.5 Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. | 1 | M3 | 636 | ₹636 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | SQM | 358 | ₹358 |
| 4 | 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) (For compacted thickness 75mm) | 1 | SQM | 188.23 | ₹188.23 |
| 5 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 1 | MTR | 8.17 | ₹8.17 |
| 6 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 1 | MTR | 8.17 | ₹8.17 |
| 7 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | 1 | MTR | 21.34 | ₹21.34 |
| 8 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. | 1 | MTR | 18.24 | ₹18.24 |
| 9 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion | 1 | M3 | 4,572 | ₹4,572 |
| 10 | 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 (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 1 | M3 | 5,672 | ₹5,672.57 |
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