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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | +0.00% | ₹2.9 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 L+₹11,491.23 (3.97%)Admitted-Finance 25 2 1D DARGA ROAD PARK CIRCUS KOLKATA KOLKATA KOLKATA 700017 | KOLKATA | WEST BENGAL | 700017 | +3.97% | ₹3.0 L+₹11,491.23 (3.97%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 L+₹11,549.13 (3.99%)Admitted-Finance | +3.99% | ₹3.0 L+₹11,549.13 (3.99%) | L3 | Admitted-Finance |
Tender Value
₹2.9 L
EMD Value
₹6,000
Closing Date
3 Sept 2026, 11:00 amClosed
EE(C),BR-II
79,BIDHAN SARANI
RESTORATION OF PAVER BLOCK AND IP SURFACE AT AUROBINDO SARANI,APC ROAD,SHYAM MITRA LANE,SIKDAR BAGAN ST..ETC IN WD NO-11 DISTURBED BY C.E.S.C LTD AND WATER SUPPLY DEPERTMENT OF KMC
2026_KMC_1039441_1
KMC/EE (C)/BR-II/011/009/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
WARD-11
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
7 Sept 2026
25 Aug 2026
5 Sept 2026
25 Aug 2026
3 Sept 2026
25 Aug 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 spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works | 1 | M3 | 89.9 | ₹89.9 |
| 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).(b) For Medium Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-2) | 17.71 | M3 | 1,627.46 | ₹28,827.4 |
| 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. | 236.18 | SQM | 24 | ₹5,668.2 |
| 4 | 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) | 20.69 | M3 | 5,672 | ₹1,17,378.5 |
| 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 | 200.75 | SQM | 124 | ₹24,892.85 |
| 6 | SUPPLYING AND LAYING IN THESPECIFIED PATTEREN OFINTERLOCKING CONCRETEBLOCK PAVEMENTS(ICBP) WITHCONCRETE BLOCK (WITHCONCRETE GRADE AS SPECIFIEDAS PER TABLE 1 OF IS 15658:2006)MANUFACTURED FROM BISLICENSEE MANUFACTURER, WITHSPACER NIB(SMALLPROTRUDING PROFILES ON THEVERTICAL FACE OF A PAVERBLOCK USED AS A DEVICE FORKEEPING MINIMUM JOINT GAPINBETWEEN THE PAVING BLOCKS,AS PER CL. NO.326 OF ISAS PER CL. NO.326 OF ISAND SHAPE WITH ASPECTRATION ( THE RATIOF OF LENGTHTO THICKNESS OF A PAVERBLOCK, AS PERSTRENGTH/BREAKING AS PERANNEXURE GOF IS:15658, ON THE PREPAREDOF BASE COURSE OFSPECIFIED CBR AS PER TABLE 1OF IRC SP 63 (2018) OR ELSEAS MENTIONED IN DESIGN ANDDRAWING WITH A CUSHION OFCOMPACT BEDDING SAND OF25-35 MM THICK (GRADING OFTHE BEDDING SAND AS PERCLAUSE 6.5.1 OF IRC SP-63)ANDFILLING THE GAPS IN BETWEENPAVER BLOCKS WITH JOINTFILLING SAND (THE GRADING OFTHE JOINT FILLING SANDWILL BE AS PER CLAUSE 6.5.2 OFvCOMPLETING THE EDGES WITHCUT BLOCKS AS PER CL.NO.8.7 OF IRC SP-63(2018) WITHPROPER CONFINEMENT OFBEDDING AND JOINT FILLINGSAND,COMPACTION,LEVELLINGAND FILLING UP OF THE EDGEGAP. 50 MM THICK (II)COLOURED DECORATIVE | 35.43 | SQM | 875 | ₹30,997.97 |
| 7 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | 19.5 | MTR | 8.17 | ₹159.32 |
| 8 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 14 | MTR | 8.17 | ₹114.38 |
| 9 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion | 0.6 | M3 | 4,572 | ₹2,726.06 |
| 10 | 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. | 19.5 | MTR | 18.24 | ₹355.68 |
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