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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC CHANDANPUR MALANCHA MAHINAGAR KOLKATA 700 145 | KOLKATA | 24 PARAGANAS SOUTH | WEST BENGAL | 700145 | ₹4.6 L | L1 | Accepted-AOC Stands Lowest. |
| 2 | L2₹4.7 L+₹4,709 (1.02%)Rejected-Finance | ₹4.7 L+₹4,709 (1.02%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 L+₹5,650 (1.22%)Rejected-Finance 285 MAHATMA GANDHI ROAD 285 PRANTIKAPAN SHOPPING COMPLEX BL 1 1ST FLOOR SHOP S 35 KOLKATA 700104 | KOLKATA | KOLKATA | WEST BENGAL | 700104 | ₹4.7 L+₹5,650 (1.22%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.8 L+₹11,771 (2.54%)Rejected-Finance DREAM APARTMENT ARABINDA PALLY BARASAT N 24 PGS KOLKATA 700125 | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700125 | ₹4.8 L+₹11,771 (2.54%) | L4 | Rejected-Finance L4 |
| 5 | L4₹4.8 L+₹11,771 (2.54%)Rejected-Finance | ₹4.8 L+₹11,771 (2.54%) | L4 | Rejected-Finance L4 |
Tender Value
₹4.7 L
EMD Value
₹9,417
Closing Date
16 Mar 2026, 11:00 amClosed
Assistant Engineer, BNWSD-II, VYBK
The Office of The Assistnt Engineer, Bidhannagar West Sub Division-II, Public Works Directorate, Government of West Bengal, Room No. 123, 1st Floor, Purta Bhavan, DF Block, Sector - I, Salt Lake, Kolkata - 700 091
Emergent M S Supporting Structure at Sub Station D and other allied works within the Vivekananda Yuba Bharati Krirangan during the year 2025 2026
2026_WBPWD_1018670_2
NIeT-29/AE/BNWSD-II of 2025-2026
Open Tender
CIVIL WORKS
Percentage
10 days
SALT LAKE
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,417
Yes
10 Aug 2026
6 Mar 2026
18 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 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 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. i) For roof truss works. a) Span up to 12 Mtr. | - | M.T. | - | - |
| 2 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss works. i) For trusses spanning up to 12.00 m. | 1 | M.T. | - | - |
| 3 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. a) In ground floor including roof. | 1 | Sq. M. | - | - |
| 4 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth , ground floor. | 1 | Cu. M. | - | - |
| 5 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar. (b) 15 mm thick plaster. | 1 | Sq. M. | - | - |
| 6 | (b) Rendering the surface of walls and ceiling with whitecement basedwall putty of approved make and brand(1.5mm thick) | 1 | Sq. M. | - | - |
| 7 | Supplying, fitting & fixing granite tiles 10mm to 12mm. thick in columns, wall, facia etc. with 15 thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. [Using cement slurry at back side of tiles@ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each slab upto 0.2 Sq.m. | 1 | Sq. M. | - | - |
| 8 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) One Coat. | 1 | % sq. M. | - | - |
| 9 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat)
c) Premium 100% Acrylic Emulsion. | 1 | Sq. M. | - | - |
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