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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹2.2 L+₹6,879 (3.26%)Rejected-Finance | ₹2.2 L+₹6,879 (3.26%) | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹2.2 L+₹10,572 (5.01%)Rejected-Finance 87 31 BOSEPUKUR ROAD KOLKATA 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | ₹2.2 L+₹10,572 (5.01%) | L3 | Rejected-Finance 3RD LOWEST |
Tender Value
₹2.1 L
EMD Value
₹4,250
Closing Date
12 Sept 2026, 12:00 pmClosed
E.E.C BR-X
28, PRINCE ANWAR SHAH ROAD KOLKATA-700033
MAINTENANCE OF PAVER BLOCK FOOTPATH NEAR PREM NOS-3,43,74 DPS ROAD ETC IN WD NO- 089, BR-X.
2026_KMC_1040148_1
X/089/005/2026-2027
Open Tender
CIVIL WORKS
Percentage
60 days
WARD-089
PLEASE REFER TENDER DOCUMENTS.
5 documents required · 5 mandatory
₹0
₹4,250
19 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
12 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. | 250.7 | SQM | 14.4 | ₹3,610.08 |
| 2 | 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. (b) For each additional Depth of 150mm and part thereof. | 80 | SQM | 19 | ₹1,520 |
| 3 | 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). (b) For Medium Sand | 12 | M3 | 1,275.29 | ₹15,303.48 |
| 4 | 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. | 80 | SQM | 24 | ₹1,920 |
| 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 | 16.89 | M3 | 5,498 | ₹92,861.22 |
| 6 | 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 | 307.8 | SQM | 124 | ₹38,167.2 |
| 7 | SPECIFIED PATTERN OF
INTERLOCKING CONCRETE
BLOCK PAVEMENTS (ICBP) WITH
CONCRETE BLOCKS ( WITH
CONCRETE GRADE AS SPECIFIED
AS PER TABLE 1 OFIS 15658:2006)
AMNUFACTURED FROM BIS
LICENSE MANUFRACTURER, 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 APAVER
BLOCK AS PER TABLE 2 OF IS:
15658 WITH FLEXTURAL
STRENGTH/BREAKING LOAD AS
PER ANNEXTURE 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
BEDING SAND OF 25-35 MM THICK
( GRADING OF THE
BEDDING SAND AS PER CLAUSE
6.5.1 OF IRC SP-63) AND
FILLING UP YHR GAPS IN
BETWEEN PAVER BLOCKS WITH
JOINTFILLING SAND ( THE
GRADING OF THE JOINT FILLING
SAND WILL BE AS PER CLAUSE
6.5.2 OF IRC SP 63 ) AND
COMPLETING THE EDGES WITH
CUT BLOCKS AS PER CLAUSE
6.5.2 OF IRC SP 63) AND WITH PROPER CONFINEMENT OF
BEDDING AND JOINT FILLING
SAND, COMPACTION, LEVELLING
AND FILLING UP THE EDGE GAP.
50 MM THICK
(II) COLOURED DECORATIVE | 8 | SQM | 875 | ₹7,000 |
| 8 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 25.5 | SQM | 358 | ₹9,129 |
| 9 | 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. | 4.5 | SQM | 50 | ₹225 |
| 10 | 35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry [email protected] cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath. | 30 | SQM | 244 | ₹7,320 |
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