Tender For Construction Of Pond Side Ghat With Bullah Pilling Beside Gandhi Ghat In Ward No 07 Under North Dum Dum Municipality
Tender Value
19.43 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
20 days left
EMD
38864
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pond Side Ghat With Bullah Pilling Beside Gandhi Ghat In Ward No 07 Under North Dum Dum Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Supplying Eucalyptus-bullah piles at work site, inclunding dressing and making one end pointediii) 150 mm diameter |
| 2 | i) 100 mm diameter |
| 3 | Labour for driving sal bullah/ Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position protection the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.iii) 150 mm diameter |
| 4 | i) 100 mm diameter |
| 5 | Labour for fitting and fixing 10 cm to 13 cm diameter Eucalyptus-bullah as ties and runners including necessary nails, bolts & nuts.i) 100 mm diameter |
| 6 | Drum sheet walling 0.75 ( av.) high on eucalyptus bullah piling |
| 7 | filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating same by through saturation with water, ramming complete including the cost of supply of sand |
| 8 | Supplying empty cement bags in good condition |
| 9 | Filling empty cement bags with dry earth or sand, stitching the bag ( cost of thread included ) and carrying and packing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 10 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.3 nos (5 HP X 8 Hr) =120HP-Hr for 15 days |
| 11 | Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75 m.as directed. The item including necessary trimming the sides of trenches leveling, dressing and ramming the bottom bailing out water as required complete.Depth of excavation not exceeding 1500mm |
| 12 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 13 | 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. |
| 14 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 15 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (a) 1:3:6 proportion |
| 16 | Brick work with 1st class bricks in cement mortar (6:1) in foundation and plinth. |
| 17 | Plaster to wall, floor, ceiling etc.) with sand & cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chamfering etc. including throating, nosing and drip course where necessary (Ground Floor) (ii) With 1:4 cement mortar(a) 20 mm thick plaster |
| 18 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m |
| 19 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-InCharge |
| 20 | Ordinary Cement concrete with well graded stone chips (20 mm graded nominal size) with complete design of concrete as per IS : 456 as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement ,in ground floor and foundation.[using concrete mixture]M 20 Grade (Mix-3:1.5:1) |
| 21 | Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N |
| 22 | Sub Total |
| 23 | GST 18% |
| 24 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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