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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC BASIRHAT NEW MARKET BASIRHAT KABI BHUJANGADHAR ROAD BASIRHAT NORTH 24 PARGANAS PIN 743411 | 24 PARAGANAS NORTH | WEST BENGAL | 743411 | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.1 L+₹2,170.62 (2.10%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹1.1 L+₹3,204.25 (3.10%)Rejected-Finance VILL PATILA CHANDRA P O MADHYAMPUR P S BASIRHAT DIST NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | L3 | Rejected-Finance Not L1 |
Tender Value
₹1.0 L
EMD Value
₹2,067
Closing Date
15 Jul 2026, 3:30 pmClosed
Assistant Engineer, Basirhat Sub Division, P.W.Dte
OFFICE OF THE ASSISTANT ENGINEER, BASIRHAT SUB-DIVISION PWDTE
Replacement of roof top by Zn-Al alloy sheet with M.S. structural hollow sections of Panel and fresh air machine shed of CCU of Basirhat District Hospital under Basirhat Sub-Division of Barasat Division PWD during 2026-27
2026_WBPWD_5016108_1
WBPWD/BHTSD/AE/NIT12e/26-27/1
Open Tender
CIVIL WORKS
Percentage
28 days
Basirhat District Hospital
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,067
13 Aug 2026
6 Jul 2026
20 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 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 | 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.......
(a) Depth of excavation not exceeding 1,500 mm. | - | M3 | 119.27 | - |
| 2 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand. | 2.23 | M2 | 361 | ₹805.03 |
| 3 | (I) Cement concrete with graded stone ballast (40 mm size excluding
shuttering) In ground floor
(A) [Pakur Variety] (a) 1:3:6 proportion | - | M3 | 5,248.52 | - |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 2.23 | M2 | 24 | ₹53.52 |
| 5 | 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
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge. | 8.8 | M2 | 335 | ₹2,948 |
| 5.01 | (f) 25 mm to 30 mm shuttering without staging in foundation | 5.94 | M2 | 209 | ₹1,241.46 |
| 6 | Controlled Cement concrete with well graded stone chips (20 mm nominal
size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after
concrete but actual consumption will be determined on the basis of
M 25 Grade
(i) Pakur Variety | 1 | M3 | 6,595 | ₹6,588.41 |
| 7 | 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, (a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel II. Other than
SAIL/ TATA/RINL | 1 | MT | 54,940.3 | ₹54,885.36 |
| 8 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping (i) In Roof:-
a) With 0.5 mm thick sheet | 51.02 | M2 | 787 | ₹40,152.74 |
| 9 | 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 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.
i) For roof truss works
a) Span up to 12 Mtr | - | MT | 72,316 | - |
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