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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC 58 40 BHATTACHARJEE GARDEEN BYE LANE NABAGRAM SERAMPORE HOOGHLY 712203 WB | HOOGHLY | WEST BENGAL | 712203 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹20.8 L+₹2.7 L (14.8%)Rejected-Finance VILL PO KHANSAHEB ABAD P S SAGAR PIN 743373 | SAGAR | 24 PARAGANAS SOUTH | WEST BENGAL | 743373 | L2 | Rejected-Finance 2ND LOWEST | |
| 3 | L3₹21.3 L+₹3.1 L (17.1%)Rejected-Finance 5A GOBINDA SARKAR LANE KOLKATA 700 012 | KOLKATA | WEST BENGAL | 700012 | L3 | Rejected-Finance 3RD LOWEST | |
| 4 | L4₹21.6 L+₹3.4 L (19.0%)Rejected-Finance | L4 | Rejected-Finance 4TH LOWEST | |
| 5 | L5₹22.6 L+₹4.4 L (24.4%)Rejected-Finance | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹25.2 L
EMD Value
₹50,322
Closing Date
16 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER, PWD HOOGHLY DIVISION
HOOGHLY DIVISION, PWD, CHAWKBAZAR
Construction of single storied toilet block at Serampore Sub- Divisional Court campus for the Advocate at Serampore under Hooghly Division PWD in the year 2025_2026
2026_PWD_986138_4
WBPWD/EE /HD/NIT_ 19 /2025_2026
Open Tender
CIVIL WORKS
Percentage
90 days
HOOGHLY DIVISION, PWD, CHAWKBAZAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹50,322
Yes
14 Jul 2026
9 Jan 2026
18 Feb 2026
16 Jan 2026
16 Feb 2026
16 Jan 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 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. | - | sqm | 10 | - |
| 2 | 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. | 1 | %Cum | 11,927 | ₹11,915.07 |
| 3 | Pre-Constructional Anti-termite measures:
(a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.) | - | sqm | 93 | - |
| 4 | c) Anti termite treatment to the top surface of the
consolidated earth within plinth walls with chemical
emulsion by admixing chloropyrofos emulsifiable
concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.) | - | sqm | 110 | - |
| 5 | Post Constructional Measures :
(a) Anti-termite treatment to the outside of
foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel. 1.75 litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para 4.3.1.1 of code IS-6313 (Part-III) 1981. | - | sqm | 72 | - |
| 6 | (A)Filling in foundationorplinthby silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturationwith water, rammingcompleteincludingthecostofsupply
of sand. (payment to bemade onmeasurement of finished quantity) | 1 | %Cum | 95,183 | ₹95,087.82 |
| 7 | Supplying with labour cost of Single Brick Flat Soling of picked jhama bricks including ramming an dressing bed to proper level and filling joints with local sand. | 1 | sqm | 357 | ₹356.64 |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety | 1 | Cum | 5,016.73 | ₹5,011.71 |
| 9 | 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-In-Charge. | 1 | sqm | 334 | ₹333.67 |
| 10 | c) Steel shuttering or 9 to 12mm thick approved quality plyboard shuttering in any concrete work for Gr. Floor | 1 | sqm | 368 | ₹367.63 |
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