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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₹2.9 L+₹4,337.72 (1.50%)Admitted-Finance VILL P O ALAMPUR P S NODAKHALL SOUTH 24 PARGANAS PIN 743318 | ALAMPUR | SOUTH 24 PARGANAS | WEST BENGAL | 743318 | +1.50% | ₹2.9 L+₹4,337.72 (1.50%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 L+₹6,101.72 (2.11%)Admitted-Finance C 37 1 RABINDRA PALLY KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | +2.11% | ₹3.0 L+₹6,101.72 (2.11%) | L3 | Admitted-Finance |
Tender Value
₹2.9 L
EMD Value
₹6,000
Closing Date
3 Sept 2026, 1:00 pmClosed
OFFICE OF EE(CIVIL)
THE KOLKATA MUNICIPAL CORPORATION 97 AND 98 GARFA MAIN ROAD
RESTORATION OF DAMAGED ROADS NEAR PREM NO 2/1 PURBACHAL LINK ROAD, 140 PURBACHAL ROAD AND OTHER DIFFERENT PLACES IN W/NO 106.
2026_KMC_1039507_2
KMC/EE(C)/BR-XII/26-27
Open Tender
CIVIL WORKS
Percentage
50 days
BOROUGH XII
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
10 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 work | - | M3 | - | - |
| 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). | - | M3 | 1 | - |
| 3 | 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]) | - | MTR | 1 | - |
| 4 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | MTR | 1 | - |
| 5 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | 1 | - |
| 6 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | - | - |
| 7 | Supplying and laying factory made vertical kerb stone of cement concrete M-20 (1:1.5:3) machanicaly 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-diveder / footpath) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6) and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EA | - | - |
| 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) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6) and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EA | 1 | - |
| 9 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 3.16 Page No.240) | - | SQM | - | - |
| 10 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 & 3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10) | - | M3 | - | - |
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