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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAccepted-AOC | ₹46.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.0 LRejected-Finance 0 JOYA JYOTIBA PHULE NAGAR UTTAR PRADESH 244222 UDYAM UP 40 0004199 | AMROHA | UTTAR PRADESH | 244222 | ₹47.0 L | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹47.4 LRejected-Finance 376 SREEPUR STATION ROAD MADHYAMGRAM BAZAR KOLKATA 700130 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700130 | ₹47.4 L | L3 | Rejected-Finance Not Lowest bidder |
| Sl No | Description | Qty | Unit | A. G. CONSTRUCTION L3 | KGN CONSTRUCTION COMPANY L1 | S R CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of one (01) no. cover store shed & scrap yard at adjacent land beside Kalyani 132KV S/Stn. WBSETCL. | 1 | Nos | 47,39,818.39 ₹47.4 L | 46,81,501.24 ₹46.8 L | 47,04,912.96 ₹47.0 L |
Tender Value
₹35.7 L
EMD Value
₹36,000
Closing Date
16 Feb 2026, 9:00 amClosed
The Addl. Chief Engineer
Office of the Addl. Chief Engineer, Kalyani Transmission Zone, WBSETCL, Jeerat 400 KV Sub-Station Campus, Kanchiara, 24 PGS (N), WB - 743711
Construction of one (01) no. cover store shed and scrap yard at adjacent land beside Kalyani 132KV Substation. WBSETCL
2026_SETCL_985438_1
KLTZ/ e tender /T 04/Civil/25 26/01
Open Tender
CIVIL WORKS
Kalyani 132KV WBSETCL
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹36,000
Kalyani Tr. Zone, WBSETCL
25 May 2026
20 Jan 2026
18 Feb 2026
20 Jan 2026
16 Feb 2026
30 Jan 2026
29 Jan 2026
Construction of one (01) no. cover store shed & scrap yard at adjacent land beside Kalyani 132KV S/Stn. WBSETCL.
Percentage BoQ
BoQ_Ver3.0
NIT No.:- KLTZ/ e- tender /T-04/Civil/25-26/01 Dated: 20.01.2026
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 removing / spreading / stacking the spoils within a lead of 75 M as directed. The item includes necessary trimming the sides of trenches leveling/dressing and ramming the bottom bailing out water as required complete. a) Depth of excavation not exceeding 1.50m.
Earth work in excavation of foundation trenches or drains in all sorts of soil including removing / spreading / stacking the spoils within a lead of 75 M as directed. The item includes necessary trimming the sides of trenches leveling/dressing and ramming the bottom bailing out water as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm.
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. i) With the earth obtain from excavation of foundation.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. a) 35 mm. thick
Cement concrete with graded stone ballast (40 mm size) excluding shuttering. a) Pakur Variety ( 1 : 3 : 6 ).
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. Pakur Variety
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. a) Pakur variety.
Reinforcement for reinforced concrete works 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 & binding to correct shape placing in proper position and binding 16 Gauge black annealed wire at every inter section complete as per drawing and direction. a) For works in foundation, basement and up to roof of ground floor, up to 4 Mtr. i) Tor Steel. (TATA/RINL/SAIL).
Plaster ( to wall, floor, ceiling etc. ) with sand and cement mortar including rounding off or champhering corners as directed and raking out joints including throttling nosing and drip coarse, scaffolding where necessary (Ground floor). a) 10 mm thick plaster with ( 1: 4 ) cement mortar.
Plaster ( to wall, floor, ceiling etc. ) with sand and cement mortar including rounding off or champhering corners as directed and raking out joints including throttling nosing and drip coarse, scaffolding where necessary (Ground floor). b) 15 mm thick plaster with ( 1: 6 ) cement mortar.
Plaster ( to wall, floor, ceiling etc. ) with sand and cement mortar including rounding off or champhering corners as directed and raking out joints including throttling nosing and drip coarse, scaffolding where necessary (Ground floor). b) 20 mm thick plaster with ( 1: 6 ) cement mortar.
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
250 mm thick Brick work with Fly Ash Bricks (250mmx125mmx75mm) as per IS 12894:2002 in cement mortar (1:6). a) In foundation and plinth
250 mm thick Brick work with Fly Ash Bricks (250mmx125mmx75mm) as per IS 12894:2002 in cement mortar (1:6). b) In Super structure, ground floor.
Filling in foundation or plinth by fine 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.
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. i) Two coat
Hire and labour charges for shuttering with centering and necessary staging up to 4.0m. using approved stout/ props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintel curved or straight including fitting, fixing and striking out after completion of works ( up to roof of ground floor ). a) 25 mm to 30 mm thick shuttering without staging in foundation.
Hire and labour charges for shuttering with centering and necessary staging up to 4.0m. using approved stout/ props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintel curved or straight including fitting, fixing and striking out after completion of works ( up to roof of ground floor ). b) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.
125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) in ground floor.
White washing including cleaning and smoothening surface thoroughly. i) Three coats (on new works only)
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface :With other than hi-gloss of approved quality- Two coats (with any shade except white)
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : Two coats (with any shade except white)
Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts).
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. i) For trusses spanning up to 12.00 m.
Galvanised or painted wind-tie made of M.S. flats, fitted and fixed complete ncluding cost of necessary fittings. i) Made with 50 mm. X 6 mm. flats.
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping).(a) 225 mm. wide gutter.
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (a) With 0.60 mm sheet.
Galvanised plain sheet works (excluding supporting framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete. (a) In roof: with 0.63 mm. sheets.
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes:(i) 110 mm. Dia.
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in - charge.In ground floor.
Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/Sq.m)
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor. Flash butt welded windows and ventilators. (a) Fixed type steel windows as per IS sizes with horizontal glazing bars.
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor. Flash butt welded windows and ventilators. b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars.
M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars.
Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
R.C. shelves (1:1.5:3) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8% main and 0.2% distribution bars), shuttering etc. and 10 mm. thick cement plaster (1:4) including neat cement finishing and cutting chase fitting and fixing in position, mending good damages as necessary complete. In ground floor. (a) 50 mm. Thick panels. Other Manufacturers not specified.
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. In ground floor.
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.
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