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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.0 L+₹6,123.24 (2.05%)Rejected-Finance 17B GOBINDA GHOSHAL LANE KOLKATA 700025 | KOLKATA | WEST BENGAL | 700025 | ₹3.0 L+₹6,123.24 (2.05%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.1 L+₹9,110.18 (3.05%)Rejected-Finance 67 HARISH CHATTERJEE STREET BHOWANIPUR KOLKATA KOLKATA KOLKATA 700025 | KOLKATA | WEST BENGAL | 700025 | ₹3.1 L+₹9,110.18 (3.05%) | L3 | Rejected-Finance L3 |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
14 Sept 2026, 12:00 pmClosed
EE C BR_VIII
172/5, R.B. AVE KOL - 29
RESTORATION OF PAVER BLOCK AND IPS ON FOOTPATH NEAR 54/1/D,78 B BAGAN RD,21 TOWNSHEND RD,15/3 PRIYANATH MULLICK RD ETC IN WD NO 72 DISTURBED BY CESC, NATURAL WEAR AND TEAR.
2026_KMC_1039659_1
KMC/EEC/VIII/072/01/26-27/D
Open Tender
CIVIL WORKS
Percentage
120 days
IN WARD NO 72
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,000
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 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 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. | 291.94 | SQM | 14.4 | ₹4,203.94 |
| 2 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 146.05 | SQM | 24 | ₹3,505.2 |
| 3 | 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 | 15.13 | M3 | 5,498 | ₹83,184.74 |
| 4 | TAKING OUT AND RELAYING OF EXISTING INTERLOCKING PAVER BLOCKS IN FOOT PATH OR PASSAGE ETC. OVER 20-40 MM THICK MEDIUM YELLOW SAND BED WITH TRUE TO LINE, LEVELLING, PROPER COMPACTION WITH VIBRATER ETC. WITH JOINTING WITH KERB/EDGE TO BE MADE WITH CEMENT CONCRETE (1:2:4) ETC. AS PER THE DIRECTION OF THE ENGINEER IN CHARGE. INCLUDING COST OF TAKING OUT AND USING 20% NEW SAND AND ALL MATERIALS, LABOUR ETC. COMPLETE. | 300.85 | SQM | 108 | ₹32,491.8 |
| 5 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658.on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clanse 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will he us per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 af IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 50mm thick (ii) Coloured Decorative (12th Corrigenda & addenda dated14.10.2020) | 30 | SQM | 875 | ₹26,250 |
| 6 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. | 51.25 | SQM | 50 | ₹2,562.5 |
| 7 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 209 | MTR | 8.17 | ₹1,707.53 |
| 8 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 209 | MTR | 8.17 | ₹1,707.53 |
| 9 | 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. | 209 | MTR | 18.24 | ₹3,812.16 |
| 10 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | 209 | MTR | 21.34 | ₹4,460.06 |
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