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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-Finance CHANDPARA CHANDPURE | KOLKATA | WEST BENGAL | 700001 | L1 | Accepted-Finance Quoted L1 rate | |
| 2 | L2₹17.1 L+₹50,112.11 (3.02%)Accepted-Finance | L2 | Accepted-Finance Quoted L2 rate | |
| 3 | L3₹17.6 L+₹93,361.72 (5.62%)Accepted-Finance 92 VIVEKANANDA ROAD BABUGANJ SHIBTA 712103 | SHIBTA | HOOGHLY | WEST BENGAL | 712103 | L3 | Accepted-Finance Quoted L3 rate |
Tender Value
₹16.0 L
EMD Value
₹31,919
Closing Date
16 Mar 2026, 2:30 pmClosed
Regional Manager Hooghly Region WBSEDCL
Hooghly Administrative Building, WBSEDCL, Chinsurah,PIN-712102
Development of 11 kV switchyard and other ancillary work at Kaikala 33/11 kV Sub-station under Singur-Haripal Division of Hooghly Region, WBSEDCL
2026_WBSED_1013991_1
RM/HG/CIVIL/TENDER/2025-26/38
Open Tender
CIVIL WORKS
Percentage
120 days
Kaikala
Mentioned in NIT
2 documents required · 2 mandatory
₹0
₹31,919
20 Jul 2026
2 Mar 2026
18 Mar 2026
2 Mar 2026
16 Mar 2026
2 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 | 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. | - | Cum | 120.46 | - |
| 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)
(a) With earth obtained from excavation of foundation. | - | Cum | 78.32 | - |
| 3 | Filling in foundation or plinth by Midium coarse sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity). | - | Cum | 961.35 | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | Sqm | 360.57 | - |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering).
In ground floor and foundation.(A) Pakur Variety.
(a) 6:3:1 proportion | - | Cum | 4,961.12 | - |
| 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm.nominalsize) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.
a) Pakur Variety.
i) In ground floor and foundation. | - | Cum | 5,255.95 | - |
| 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.
a) Pakur Variety
i) In ground floor and foundation. | - | Cum | 5,817.42 | - |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bennding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
Mild steel/ Tor steel
JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
i)Ground floor | - | MT | 60,603.03 | - |
| 9 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works .
i) Ground floor
(a)25mm. to 30mm. shuttering without staging in foundation | - | Sqm | 211.09 | - |
| 9.01 | (b) 25 mm to 30 mm thick wooden shuttering as per decision and direction of Engineer- in- charge. | - | Sqm | 337.34 | - |
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