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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance 1191 ARDEVOK ROAD BARASAT 24 PGS N KOL 700125 | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700125 | +0.00% | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 L+₹12,509.19 (3.47%)Admitted-Finance | +3.47% | ₹3.7 L+₹12,509.19 (3.47%) | L2 | Admitted-Finance |
| 3 | L3₹3.8 L+₹22,711.21 (6.30%)Admitted-Finance 87 31 BOSEPUKUR ROAD KOLKATA 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | +6.30% | ₹3.8 L+₹22,711.21 (6.30%) | L3 | Admitted-Finance |
Tender Value
₹3.6 L
EMD Value
₹7,500
Closing Date
18 Aug 2026, 1:00 pmClosed
OFFICE OF EE(CIVIL)
THE KOLKATA MUNICIPAL CORPORATION 97 AND 98 GARFA MAIN ROAD
DEVELOPMENT OF SPLAYED CORNER/STRIP LAND AND GIFTED PASSAGES ALONG WITH ANCILLARY DRAINAGE WORKS AT PREM. NO- 161/1 GUNAMANI SAFUI ROAD, 21 PURBACHAL KALITALA ROAD AND OTHER DIFFERENT PLACES IN WARD -106
2026_KMC_1036938_1
KMC/EE(C)/BR-XII/106/005/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
BOROUGH XII
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7,500
21 Aug 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 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 | 79.9 | - |
| 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). (c) For Silver Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-4) | - | M3 | 1,172.6 | - |
| 3 | 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 | 14.4 | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) | 1 | SQM | 361 | ₹361 |
| 5 | 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 | 8.17 | - |
| 6 | 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 | 8.17 | - |
| 7 | 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. ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | 21.43 | - |
| 8 | 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. ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | 18.3 | - |
| 9 | 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 | 265.54 | - |
| 10 | 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 | 214.63 | - |
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