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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance VILL PO GIDHAGRAM DIST PURBA BARDHAMAN | PURBA BARDHAMAN | WEST BENGAL | 712134 | +0.00% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹2.5 L+₹3,318.06 (1.32%)Admitted-Finance | +1.32% | ₹2.5 L+₹3,318.06 (1.32%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 L+₹4,926.82 (1.96%)Admitted-Finance 13 48 RAJA MANINDRA ROAD CAL 37 700037 | KOLKATA | WEST BENGAL | 700037 | +1.96% | ₹2.6 L+₹4,926.82 (1.96%) | L3 | Admitted-Finance |
Tender Value
₹2.5 L
EMD Value
₹5,100
Closing Date
29 Aug 2026, 11:00 amClosed
EE(C),BR-II
79,BIDHAN SARANI
RESTORATION OF I.P. PASSAGES AND PAVER BLOCK FOOTPATH AT RABINDRA SARANI, SONAGACHI LANE AND OTHERS IN WARD NO-18 DISTURBED BY CESC AND NATURAL WEAR AND TEAR.
2026_KMC_1037893_1
KMC/EE (C)/BR-II/018/01/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
WARD-18
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,100
10 Sept 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
29 Aug 2026
14 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 work | 0 | M3 | 79.9 | ₹0 |
| 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 ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-4) | 0 | M3 | 1,172.6 | ₹0 |
| 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. | 1 | SQM | 24 | ₹24 |
| 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) | 0 | M3 | 5,672 | ₹0 |
| 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 | 0.2 | SQM | 124 | ₹24.8 |
| 6 | SUPPLYING AND LAYING IN THE SPECIFIED PATTEREN OF INTERLOCKING CONCRETE BLOCK PAVEMENTS(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 A PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCKS, AS PER CL. NO.326 OF IS :15658) AND OF SPECIFIED SIZE AND SHAPE WITH ASPECT RATION ( THE RATIOF OF LENGTH TO THICKNESS OF A PAVER BLOCK, AS PER STRENGTH/BREAKING AS PER ANNEXURE G OF IS:15658, ON THE PREPARED OF 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 COMPACT BEDDING SAND OF 25-35 MM THICK (GRADING OF THE BEDDING SAND AS PER CLAUSE 6.5.1 OF IRC SP-63)AND FILLING THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINT FILLING 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 CL.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 GAP. 50 MM THICK (II) COLOURED DECORATIVE | 0 | SQM | 875 | ₹0 |
| 7 | 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. | 0 | SQM | 50 | ₹0 |
| 8 | BUILDING WORKS(P) SOLING, EDGING AND METALLING??(15)Labour for taking out old soling edging including removing debris. (a) Single flat soling | 0.8 | %SQ | 981 | ₹784.8 |
| 9 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 2. Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. | 0.8 | SQM | 40 | ₹32 |
| 10 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) | 0.2 | SQM | 361 | ₹72.2 |
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