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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | ₹2.8 L | L1 | Accepted-Finance 1st lowest bidder |
| 2 | L2₹2.8 L+₹5,746 (2.06%)Rejected-Finance 36A SATKARI MITRA LANE KOLKATA WEST BENGAL 700054 | KOLKATA | WEST BENGAL | 700054 | ₹2.8 L+₹5,746 (2.06%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹2.9 L+₹10,989 (3.94%)Rejected-Finance | ₹2.9 L+₹10,989 (3.94%) | L3 | Rejected-Finance 3rd lowest bidder |
Tender Value
₹2.8 L
EMD Value
₹5,600
Closing Date
13 Jun 2026, 11:00 amClosed
EE V
22 SURYA SEN STREET KOL-12
RELAYING OF KERB AND CHANNEL WITH ANCILLARY WORKS AT JACTION LANE, CANNING ST. AND DIFFERENT PLACE ETC IN WARD NO-045.
2026_KMC_1026495_1
KMC/EE(C)/Br-V/045/03/26-27
Open Tender
CIVIL WORKS
Percentage
28 days
WARD-45
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹5,600
17 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
13 Jun 2026
5 Jun 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 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 956 | MTR | 8.17 | ₹7,810.52 |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 341 | MTR | 8.17 | ₹2,785.97 |
| 3 | 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. | 956 | MTR | 18.24 | ₹17,437.44 |
| 4 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | 341 | MTR | 21.34 | ₹7,276.94 |
| 5 | 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) | 27.15 | M3 | 4,761 | ₹1,29,242.87 |
| 6 | Raising gully pit cover and frame with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster with neat cement after dismantiling the existing setting and taking out and refixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. | 6 | EA | 1,583.76 | ₹9,502.56 |
| 7 | Raising cover and frame of Special Inspection Pit with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster (1:4) including finishing with neat cement after cutting the asphaltum pavement taking out and re-fixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. | 5 | EA | 1,511.81 | ₹7,559.05 |
| 8 | Supplying and laying factory made flat channel stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder) | 100 | EA | 211.19 | ₹21,119 |
| 9 | Supplying and laying factory made vertical kerb stone of cement concrete M-20 (1:1.5:3) mechanicaly vibrated size 500mm X 300mm X 150mm tapered at top, making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-divider / footpath) | 120 | EA | 260.66 | ₹31,279.2 |
| 131 | Estimated amount | - | - | - | - |
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