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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | ₹2.8 L | L1 | Accepted-AOC lowest bid |
| 2 | L2₹2.8 L+₹2,760 (1.00%)Rejected-AOC | ₹2.8 L+₹2,760 (1.00%) | L2 | Rejected-AOC high bid |
| 3 | L3₹2.8 L+₹5,519 (2.00%)Rejected-AOC 332 RABINDRASARANI BANKURA | BANKURA | BANKURA | WEST BENGAL | ₹2.8 L+₹5,519 (2.00%) | L3 | Rejected-AOC high bid |
Tender Value
₹2.8 L
EMD Value
₹5,600
Closing Date
9 Jul 2026, 11:00 amClosed
Executive Engineer(Civil)
Office Of The Executive Engineer ( C ), Borough - XV, Kolkata Municipal Corporation, E/3, Circular Garden Reach Road Kolkata-700024
MAINTENANCE OF PAVER BLOCK PASSAGE NEAR H/NO- R-130, R-131,R-38,R-42,R-80,S-29 ETC. AND AT DIFFERENT PLACES IN WARD NO 137, BR-XV
2026_KMC_1030106_1
KMC/EE(C)/Br- XV/137/004/2026-2027/R
Open Tender
CIVIL WORKS
Percentage
120 days
Borough XV office
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,600
18 Aug 2026
30 Jun 2026
11 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 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) (ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) | 70.36 | M3 | 89.9 | ₹6,324.91 |
| 2 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (c) For Silver Sand | 26.38 | M3 | 990.4 | ₹26,129.82 |
| 3 | 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. | 351.78 | SQM | 24 | ₹8,442.6 |
| 4 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion | 26.38 | M3 | 4,572 | ₹1,20,623.65 |
| 5 | 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 | 316.6 | SQM | 124 | ₹39,258.09 |
| 6 | SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENT (ICBP) WITH CONCRETE BLOCK (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 PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCK ,AS PER CI NO3.26 OF IS 15658) AND SPECIFIED SIZE AND SHAPE WITH ASPECT RATIO (THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK ,AS PER CI NO3.3 OF IS:15658)AS PER TABLE 2 OF IS:15658 WITH FLEXURAL STRENGTH /BREAKING LOAD AS PER ANNEXURE G OF IS:15658 AND COMPLETING THE EDGE WITH CUT BLOCKS AS PER CI NO 8.7 OF IRC SP -63(2018) WITH PROPER CONFINEMENT OF BEDDING AND JOINT FILLING SAND ,COMPACTION ,LEVELLING AND FILLING UP OF THE EDGE GAPE 50MM THICK (II) COLOURED DECORATIVE | 35.18 | SQM | 875 | ₹30,779.88 |
| 131 | Estimated amount | - | - | - | - |
| 132 | Add: 9%SGST | - | LS | 13,091.41 | - |
| 133 | Add: 9%CGST | - | LS | 13,091.41 | - |
| 134 | 1% LWC | - | LS | 2,443.73 | - |
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