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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.2 L+₹32,496.49 (11.3%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.3 L+₹45,646.69 (15.9%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.4 L+₹48,942.48 (17.0%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹3.3 L
EMD Value
₹6,592
Closing Date
1 Jun 2026, 12:00 pmClosed
Assistant Engineer, Mal Sub Div, PWD
Malbazar, Pin - 735221 Dist- Jalpaiguri.
Repair and Renovation of Chalsa View Point at Chalsa under Jalpaiguri Division, PWD in the District of Jalpaiguri during the Year 2026 27
2026_WBPWD_5014257_1
WBPWD/AE/MAL/NIeT-03/2026-27
Open Tender
CIVIL WORKS
Percentage
21 days
Malbazar
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,592
Yes
22 Jun 2026
21 May 2026
3 Jun 2026
21 May 2026
1 Jun 2026
21 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 |
|---|---|---|---|---|---|
| 1 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. | 1 | Cum | 1,956 | ₹1,955.8 |
| 3 | Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing etc. (a) Depth of excavation not exceeding 1,500 mm. | - | %Cum | 119.27 | - |
| 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation | - | %Cum | 77.54 | - |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand. | - | Sqm | 324 | - |
| 6 | I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor (B) With N.B. Variety stone metal.
(a) 1:3:6 proportion | 1 | Cum | 3,575.16 | ₹3,574.8 |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety | 1 | Cum | 6,063.12 | ₹6,062.51 |
| 8 | Reinforcement for reinforced concrete work in all sorts of structuresincluding 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 and upto roof of ground floor/upto 4m (i) Tor steel/Mild Steel
II. other than SAIL/ TATA/RINL | 1 | MT | 43,787.25 | ₹43,782.87 |
| 9 | 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. (b) River bazree (N.B.Variety) | - | Cum | 3,821.51 | - |
| 10 | Hire and labour charges for shuttering with centering and necessary stagingupto 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)
(f) 25 mm to 30 mm shuttering without staging in Foundation | - | Sqm | 205 | - |
| 10.1 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge. | - | Sqm | 328 | - |
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BOQ_5082246.xls
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