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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.2 L+₹3,517.53 (1.10%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹3.3 L+₹6,576.25 (2.05%)Rejected-AOC | 3 | Rejected-AOC L3 |
Tender Value
₹3.1 L
EMD Value
₹6,117
Closing Date
19 Mar 2026, 12:00 pmClosed
Regional Manager PMRO
Administrative Building (2nd Floor) Power House Complex, Midnapur
Construction of temporary control room building with tin shed and asbestos, 5MVA PTR Foundation and IRC mesh fencing with barbed wire top, demarcation of land with concrete post for proposed 33/11 kV unmanned substaion at Sarta, Jhikuria under KGP D
2026_WBSED_1019833_1
PMRO/Civil/Tender/25-26/09 dated 09.03.2026
Open Tender
CIVIL WORKS
Percentage
30 days
Jhikuria
Refer NIT
2 documents required · 2 mandatory
₹0
₹6,117
Administrative Building (2nd Floor) Power House Co
27 Jul 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
19 Mar 2026
13 Mar 2026
13 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 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 | Earthwork 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.
i) With earth obtained from excavation of foundation. | 10 | CUM | 78.32 | ₹783.2 |
| 3 | A) Filling in foundation or plinth by silver sand in
layers not exceeding 150 mm as directed and
consolidating the same by thorough saturation with
water, ramming complete including the cost of supply
of sand. | - | CUM | 378.96 | - |
| 4 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. | - | SQM | 347.44 | - |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor and foundation.(A) Pakur Variety. 1:3:6 proportion. | - | CUM | 5,259.07 | - |
| 6 | Hire and labour charges for shuttering with centering and necessary staging up to 4mtr. 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.
b) 25 mm to 30 mm shuttering without staging in foundation. | 6 | SQM | 205.03 | ₹1,230.18 |
| 7 | 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 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) Tor steel. (JSW/JSPL/ SHYAM/SRMB/ELECTROSTEEL) i) For works in foundation, basement and upto roof of ground floor upto 4 m. | 0.25 | MT | 60,603.03 | ₹15,150.76 |
| 8 | 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. | - | CUM | 5,805.64 | - |
| 9 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per IS codes. a) Pakur variety. | - | CUM | 6,353.14 | - |
| 10 | A) Brick work with 1st. Class bricks in C.M. ( 1: 6) (a) In foundation and plinth | - | CUM | 5,191.4 | - |
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