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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ALL DOCUMENTS ARE CORRECT |
| 2 | Accepted-Technical | Accepted-Technical ALL DOCUMENTS ARE CORRECT |
| 3 | Accepted-Technical 17B GOBINDA GHOSHAL LANE KOLKATA 700025 | KOLKATA | WEST BENGAL | 700025 | Accepted-Technical ALL DOCUMENTS ARE CORRECT |
Tender Value
₹2.4 L
EMD Value
₹4,710
Closing Date
19 Sept 2026, 5:00 pmClosed
EE CIVIL BR X
28, PRINCE ANWAR SHAH ROAD, KOLKATA-700033
MAINTENANCE OF ASPHALTUM ROAD NEAR 11/8 N.N GHOSH LANE, 15 SHANTINAGAR COLONY ETC IN WARD-097, BR-X
2026_KMC_1041238_1
X/097/007/2026-2027
Open Tender
CIVIL WORKS
Percentage
90 days
WARD-97
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4,710
23 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 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. | 52 | MTR | 8.17 | ₹424.84 |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 52 | MTR | 8.17 | ₹424.84 |
| 3 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | 52 | MTR | 21.34 | ₹1,109.68 |
| 4 | 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. | 52 | MTR | 18.24 | ₹948.48 |
| 5 | 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, ) | 40 | EA | 265.54 | ₹10,621.6 |
| 6 | 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, ) | 40 | EA | 214.63 | ₹8,585.2 |
| 7 | 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) | 2.43 | M3 | 4,761 | ₹11,569.23 |
| 8 | 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. | 80.6 | SQM | 14.4 | ₹1,160.64 |
| 9 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (ii) From 50 mm to 100 mm thick. | 815.92 | SQM | 30.4 | ₹24,803.97 |
| 10 | 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) | 48.2 | SQM | 361 | ₹17,400.2 |
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