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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.6 LAdmitted-Finance | ₹63.6 L | L1 | Admitted-Finance |
| 2 | L2₹64.7 LAdmitted-Finance 1 56A JAHURA BAZAR LANE KOLKATA 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | ₹64.7 L | L2 | Admitted-Finance |
| 3 | L3₹67.1 LAdmitted-Finance 1ST FLOOR 1 ST FLOOR GOLDMINE JEWEL COMPLEX BESIDE D MART SECTOR 26 GANDHINAGAR BHAVNAGAR GUJARAT 364710 UDYAM GJ 27 0001016 | BOTAD | GUJARAT | 364710 | ₹67.1 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical BAGDAH NORTH 24 PARGANAS | - | - | Not Admitted-Fee/PreQual/Technical Others-Offline document not submitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | OM LOKENATH ASSOCIATES L1 | R.R. ENTERPRISE L3 | SUBRATA MONDAL L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of various equipment & structure foundations for 01 (one) no 220 KV bay and other civil works at Subhasgram 220 KV Sub-Stn, under Kasba area office Under Kolkata Tr Zone WBSETCL | 1 | Nos | 63,55,337.71 ₹63.6 L | 67,11,745.1 ₹67.1 L | 64,74,140.18 ₹64.7 L |
Tender Value
Refer Docs
EMD Value
₹59,000
Closing Date
11 Dec 2025, 3:00 pmClosed
THE ADDITIONAL CHIEF ENGINEER, KTZ
THE ADDITIONAL CHIEF ENGINEER, KTZ, WBSETCL, NEW ADMINISTRATIVE BUILDING, 3RD FLOOR 21, CHOWBAGA ROAD, PO and PS TILJALA, KOLKATA-700039
Construction of various equipment and structure foundations for 01 (one) no 220 KV bay and other civil works at Subhasgram 220 KV Sub-Stn, under Kasba area office Under Kolkata Tr Zone WBSETCL
2025_SETCL_948168_1
ACE/ KTZ /CIVIL/ Subhasgram /2025-26/08, DATED 14.11.2025
Open Tender
CIVIL WORKS
180 days
Subhasgram 220 KV Sub-Stn
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹59,000
KTZ, WBSETCL, NEW ADMINISTRATIVE BUILDING, 3RD FLO
5 May 2026
14 Nov 2025
15 Dec 2025
14 Nov 2025
11 Dec 2025
25 Nov 2025
14 Nov 2025 - 21 Nov 2025
24 Nov 2025
Construction of various equipment & structure foundations for 01 (one) no 220 KV bay and other civil works at Subhasgram 220 KV Sub-Stn, under Kasba area office Under Kolkata Tr Zone WBSETCL
BoQ_Ver3.0
NIT No.:- ACE/ KTZ /CIVIL/ Subhasgram /2025-26/08, DATED: 14.11.2025
Bidder Name :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
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.
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm.
(C) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.
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.
Filling in foundation or plinth by medium 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 )
Cement concrete (1:3:6) with graded stone balast (20mm size excluding shuttering) in ground floor (Pakur Variety)
Ordinary Cement concrete (4:2:1) withgraded stone balast( 20mm nominal size) excluding shuttering and reinforcement if any - a) In ground floor ( Pakur Variety ) as per relevent IS code
Ordinary Cement concrete (1:1.5:3) withgraded stone balast( 20mm nominal size) excluding shuttering and reinforcement if any - a) In ground floor ( Pakur Variety ) as per relevent IS code a) Gr floor
Tor steel / Mild steel 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 inter-section, complete as per drawing and direction. - a) For works in foundation, basement and upto roof of ground floor / upto 4m. a) TATA/SAIL/RINL a) Gr floor
Brick work with 1st class bricks in cement mortar (6:1) - (a) In foundation and plinth
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course, scaffolding and staging where necessary (excluding cost of chipping over concrete surface) A ) Ground floor (i) With 6:1 cement mortar (b) 15 mm. thick plaster
Neat cement punning in wall about 1.5mm 0.152cum cement/100 sqm
125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor.
Single brick flat solling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand .
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directeda) 20 mm dia i) 650 mm long.
b)25 mm dia (i) 1000 mm long
c) 40 mm dia. i) 1100 mm long.
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. - 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of E.I.C .a) Shuttering without staging in foundation a) Ground floor
a) Shuttering with staging, a) Gr floor
Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect
Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof.
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and reremoving rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
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.
Laying 75 mm thick Mix of Cement , sand and graded jhama khoa (30 mm down size) in (1:5:10) proportion in ground including ramming,curing etc. as per direction of E.I.C with all cost of material, labour and other incidental charges.
Supplying , stacking and Spreading uniformly 100 mm thick crushed stone (Graded Stone aggregate) of 40 mm Average size stone metal Pakur variety over the Mix of Cement,sand and graded jhama khoas per direction of E.I.C
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