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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹2.8 L+₹6,351.64 (2.31%)Rejected-Finance 8 2 4 8 NABIN CHAND BORAL LANE KOLKATA 700012 | KOLKATA | WEST BENGAL | 700012 | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.9 L+₹15,287.91 (5.56%)Rejected-Finance VILL NAMUNIYA P O NAMUNIYA DIST UTTAR DINAJPUR PIN 733128 | NAMUNIYA | UTTAR DINAJPUR | WEST BENGAL | 733128 | L3 | Rejected-Finance L3 |
Tender Value
₹2.7 L
EMD Value
₹5,500
Closing Date
3 Feb 2026, 11:00 amClosed
EE (C), BR II
BOROUGH-II, KMC
REPAIRING OF PAVER BLOCK FOOTPATH FROM 18A B.K PAUL AVENUE TO KALI PRASANNA BANERJEE ROAD IN WARD NO 020 UNDER 166 ASSEMBLY P.S. -138
2026_KMC_994108_1
KMC/EE(C)/II/020/38/25-26/APAS
Open Tender
CIVIL WORKS
Percentage
30 days
In ward no 20.
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,500
18 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
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.)
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 2. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick
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 ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-2)
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)
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
SUPPLYING AND LAYING IN THE SPECIFIED PATTEREN OFINTERLOCKING CONCRETE BLOCK PAVEMENTS(ICBP) WITHCONCRETE BLOCK (WITH CONCRETE GRADE AS SPECIFIEDAS PER TABLE 1 OF IS 15658:2006) MANUFACTURED FROM BISLICENSEE MANUFACTURER, WITH SPACER NIB(SMALLPROTRUDING PROFILES ON THE VERTICAL FACE OF A PAVERBLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAPIN BETWEEN THE PAVING BLOCKS, AS PER CL. NO.326 OF IS:15658) AND OF SPECIFIED SIZE AND SHAPE WITH ASPECTRATION ( THE RATIOF OF LENGTH TO THICKNESS OF A PAVERBLOCK, AS PER STRENGTH/BREAKING AS PER ANNEXURE GOF IS:15658, ON THE PREPARED OF BASE COURSE OFSPECIFIED CBR AS PER TABLE 1 OF IRC SP 63 (2018) OR ELSEAS MENTIONED IN DESIGN AND DRAWING WITH A CUSHION OFCOMPACT BEDDING SAND OF 25-35 MM THICK (GRADING OFTHE BEDDING SAND AS PER CLAUSE 6.5.1 OF IRC SP-63)ANDFILLING THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINTFILLING SAND (THE GRADING OF THE JOINT FILLING SANDWILL BE AS PER CLAUSE 6.5.2 OF IRC SP-63) ANDCOMPLETING THE EDGES WITH CUT BLOCKS AS PER CL.NO.8.7 OF IRC SP-63(2018) WITH PROPER CONFINEMENT OFBEDDING AND JOINT FILLING SAND,COMPACTION,LEVELLINGAND FILLING UP OF THE EDGE GAP. 50 MM THICK (II)COLOURED DECORATIVE
Sub Total
ADD 9% CGST AND 9% SGST
ADD 1% CESS
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