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Updated dates
Tender Value
₹10.3 L
EMD Value
₹20,519
Closing Date
4 Jun 2026, 3:00 pmClosed
Executive Engineer
Bidhannagar Municipal Corporation.
Upgradation of drainage line connecting main pits and gully pits at BF BlOCK near Plot No.- 80 to 82, against old damaged line within ward No 31, under Bidhannagar Municipal Corporation.
2026_MAD_1024063_1
NIT NO. 124/PWD(BMC), DTD. 12.05.2026
Open Tender
Miscellaneous Works
30 days
Bidhannagar Municipal Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹20,519
12 May 2026
12 May 2026
6 Jun 2026
12 May 2026
4 Jun 2026
12 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 :
(i) From 25 mm to 50 mm thick. | 102 | m2 | 22.6 | ₹2,305.2 | BI01010001010000000000000515BI0100001112 |
| 2 | (iii) Above 100 mm thick. | 102 | m2 | 45.2 | ₹4,610.4 | BI01010001010000000000000515BI0100001113 |
| 3 | Labour for taking out old soling edging including removing debris
(b) Double flat soling | 102 | %m2 | 1,443 | ₹1,47,186 | BI01010001010000000000000515BI0100001114 |
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm. | 153 | %m3 | 11,927 | ₹18,24,831 | BI01010001010000000000000515BI0100001115 |
| 5 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | 30.6 | %m3 | 19,238 | ₹5,88,682.8 | BI01010001010000000000000515BI0100001116 |
| 6 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item
should be executed on specific direction of the Enginner in charge).
(a) Depth upto 1.5 m. | 255 | m2 | 386 | ₹98,430 | BI01010001010000000000000515BI0100001117 |
| 7 | (b) For additional depth beyond 1.5 m. and upto 3.00 m | 51 | m2 | 439 | ₹22,389 | BI01010001010000000000000515BI0100001118 |
| 8 | Supplying 5 HP Disel pump on hire basis for dewatering including fuel, operator and accessories complete in all respect as per instruction of EIC. | 16 | Each | 1,500 | ₹24,000 | BI01010001010000000000000515BI0100001119 |
| 9 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steelbars.
(a) In ground floor including roof. | 4.17 | m3 | 1,956 | ₹8,156.52 | BI01010001010000000000000515BI0100001120 |
| 10 | A) Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by through etc. | 38.25 | m3 | 936.21 | ₹35,810.03 | BI01010001010000000000000515BI0100001121 |
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