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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹2.9 L+₹5,697 (2.00%)Rejected-Finance | ₹2.9 L+₹5,697 (2.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 L+₹9,257 (3.25%)Rejected-Finance | ₹2.9 L+₹9,257 (3.25%) | L3 | Rejected-Finance L3 |
Tender Value
₹2.8 L
EMD Value
₹6,000
Closing Date
5 Mar 2026, 5:00 pmClosed
EXECUTIVE ENGINEER CIVIL BR III KMC
109 M A K A SARANI KOLKATA 700054
IMPROVEMENT OF PASSAGE AT 246/H/21 M.M ROAD, 14/H/13 N.N ROAD AND OTHER UTTARAN PLACES IN WARD NO-29
2026_KMC_1013711_1
EE-III/29/19/25-26/US
Open Tender
CIVIL WORKS
Percentage
30 days
EXECUTIVE ENGINEER CIVIL BR III KMC
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹6,000
20 Sept 2026
24 Feb 2026
7 Mar 2026
24 Feb 2026
5 Mar 2026
24 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 | 32.43 | M3 | 79.9 | ₹2,591.16 |
| 2 | Labour for taking out old soling edging including removing debris.(a) Single flat soling | 1.5 | %M2 | 981 | ₹1,471.5 |
| 3 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. | 90 | SQM | 40 | ₹3,600 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 186 | SQM | 358 | ₹66,588 |
| 5 | 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) | 25.77 | M3 | 5,672 | ₹1,46,167.44 |
| 6 | 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) | 10.19 | SQM | 875 | ₹8,916.25 |
| 7 | Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete | 77.98 | SQM | 124 | ₹9,669.52 |
| 131 | Estimated amount | - | - | - | - |
| 132 | Add: 9%SGST | 1 | LS | 13,091.41 | ₹13,091.41 |
| 133 | Add: 9%CGST | 1 | LS | 13,091.41 | ₹13,091.41 |
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