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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC | L1 | Accepted-AOC Due to stand | |
| 2 | L2₹49.4 L+₹1,450 (0.03%)Rejected-AOC | L2 | Rejected-AOC Due to stand | |
| 3 | L3₹49.7 L+₹28,042 (0.57%)Rejected-AOC | L3 | Rejected-AOC Due to stand |
Tender Value
₹48.3 L
EMD Value
₹96,697
Closing Date
22 Jun 2026, 3:00 pmClosed
Niranjan Mallick Executive Engineer
OFFICEOFTHEEXECUTIVEENGINEERALIPURDUARDIVISIONSOCIALSECTORPWDIRECTORATEMANNADEYSTREETALIPURDUAR736122
Construction of boundary wall Northern and Eastern Side of Govt ITI Alipurduar in the district of Alipurduar
2026_WBPWD_5014861_1
WBPWD/APD/SS/PWD/NIeT-01 of 2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Alipurduar
Please refer Tender documents.
3 documents required · 3 mandatory
₹96,697
Yes
14 Jul 2026
2 Jun 2026
24 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 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. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm. | 0.6 | %cum | 11,927 | ₹7,144.27 |
| 2 | 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)
With earth obtained from excavation of foundation. | 0.8 | %cum | 7,754 | ₹6,203.2 |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. | - | cum | 447 | - |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof.
upto 150 mm. thick | 1 | cum | 939 | ₹938.06 |
| 5 | 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.
In ground floor including roof. | - | cum | 1,956 | - |
| 6 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.
Assume 40 % of Bricks can be reuse obtain from dismantling of 125 mm Brick Work | 0.8 | sqm | 40 | ₹32 |
| 7 | Labour for scrapping and picking up old dilapidated mortar / plaster (Cement / Surki / Lime mortar) from the surface of old Brick faces including cleaning the frog without damaging the Brick and stacking the Bricks at Site / Stacking yard as per direction of Engineer-in-charge including removing all debris rubbish from site complete.
Assume 40 % of Bricks can be reuse obtain from dismantling of 125 mm Brick Work | 7,097 | 1000 nos | 950 | ₹67,42,150 |
| 8 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
For Boundary wall | - | SQM | 324 | - |
| 9 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In in ground floor
In ground floor | - | cum | 3,262.18 | - |
| 10 | 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 preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M25 Grade
Pakur Variety | 0.6 | cum | 6,282.36 | ₹3,769.42 |
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