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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.4 LAccepted-AOC | ₹4.4 L | 1 | Accepted-AOC 1L |
| 2 | 2₹4.5 L+₹8,874 (2.00%)Rejected-Finance | ₹4.5 L+₹8,874 (2.00%) | 2 | Rejected-Finance 2L |
| 3 | 3₹4.5 L+₹11,092 (2.50%)Rejected-Finance 01 BALIA BALIA SAGARDIGHI MURSHIDABAD WEST BENGAL 742237 | MURSHIDABAD | WEST BENGAL | 742237 | ₹4.5 L+₹11,092 (2.50%) | 3 | Rejected-Finance 3L |
Tender Value
₹4.4 L
EMD Value
₹9,000
Closing Date
5 Feb 2026, 3:00 pmClosed
EEC BR-VI
1, HOGG STREET, KOLKATA-87
RESTORATION OF FOOTPATH ( DISTURBED BY P.U AGENCY AND DAMAGED PORTIONS) AT 52 CREEK ROW, 6,15 RAJA SUBODH MALLICK SQ. AND ADJACENT AREA IN WARD NO. 51..
2026_KMC_996054_1
KMC/ VI/051/022/2025-2026/D
Open Tender
CIVIL WORKS
Percentage
60 days
WARD 51
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,000
7 Aug 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 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 | 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. | 134.26 | SQM | 50 | ₹6,713 |
| 2 | 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) (i) In ordinary soil | 57.12 | M3 | 79.9 | ₹4,563.89 |
| 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). (c) For Silver Sand | 16.32 | M3 | 990.4 | ₹16,163.31 |
| 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. | 460.66 | SQM | 24 | ₹11,055.84 |
| 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 (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 34.55 | M3 | 5,672 | ₹1,95,964.76 |
| 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 | 411.7 | SQM | 124 | ₹51,050.8 |
| 7 | SUPPLYING AND LAYING IN THE SPECIFIED PATTEREN OF INTERLOCKING CONCRETE BLOCK PAVEMENT (ICBP) WITH CONCRETE BLOCKS(WITH CONCRETE GRADE AS SPECIFIED AS PER TABTE 1 OF IS 15658;2006) MANUFACTURED FROM BIS LICENCE MANUFACTURER WITH SPACER......50MM THICK. | 48.96 | SQM | 875 | ₹42,840 |
| 8 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 168 | MTR | 8.17 | ₹1,372.56 |
| 9 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 168 | MTR | 8.17 | ₹1,372.56 |
| 10 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) | 5.67 | M3 | 4,761 | ₹26,994.87 |
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