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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC VILL KAZIMAHALLA P O P S PANDUA DIST HOOGHLY PIN 712179 | PANDUA | HOOGHLY | WEST BENGAL | 712179 | ₹27.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.4 LRejected-AOC | ₹28.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹28.4 LRejected-AOC | ₹28.4 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ASSOCIATED CONSTRUCTORS L2 | M/S PINAKI BANERJEE L1 | MD KAMRUZZAMAN L3 |
|---|---|---|---|---|---|---|
| 1.00 | WBSETCL | 1 | Nos | 28,41,164.2 ₹28.4 L | 27,90,424.51 ₹27.9 L | 28,44,463.1 ₹28.4 L |
Tender Value
Refer Docs
Closing Date
29 Jan 2026, 3:00 pmClosed
ADDITIONAL CHIEF ENGINEER
Office of the Additional Chief Engineer Chinsurah Transmission ZoneWBSETCL Administrative Building (Rishra)1st Floor SIMLAPO MALLICKPARAPIN 712203 DistHooghly
Construction of one no shaded platform (16.50mx9.0m) and one no open stackyard (16.50mx9.0m) for stacking different types of material at Kalna132/33 KV substation under Burdwan Area office (2nd Call).
2026_SETCL_983968_1
ACECTZBAOKALNASYARDCivil 2nd call
Open Tender
CIVIL WORKS
120 days
Office of the Additiona lChief EngineerChinsur
Please refer Tender Documents
5 documents required · 5 mandatory
₹25,400
Exempted
CHINSURAH TRANSMISSION ZONE OFFICE
30 Apr 2026
7 Jan 2026
2 Feb 2026
7 Jan 2026
29 Jan 2026
19 Jan 2026
7 Jan 2026 - 14 Jan 2026
16 Jan 2026
WBSETCL
Percentage BoQ
BoQ_Ver3.0
NIT No.:- ACE/CTZ/BAO/KALNA/STACKYARD/Civil/25-26/04, Dt: - 07/01/2026
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 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.
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 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.(Payment to be made on measurement or finished qty)
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. other manufactcurers not specified.(SAIL/TATA/RINL)
Ordinary Cement concrete (1:1.5:3) withgraded stone balast( 20mm nominal size) excluding shuttering and reinforcement if any -In ground floor (Pakur Variety) as per relevent IS code
Cement concrete (1:3:6) with graded stone balast (40mm size excluding shuttering) in ground floor (Pakur Variety)
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 .(i)25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
ii) 25 mm to 30 mm shuttering without staging in foundation
Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth
(b) In superstructure, ground floor (1:4)
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) Ground floor
With 1:6 cement mortar
a) 15 mm. thick plaster
b) 20 mm thick plaster
Neat cement punning in wall about 1.5mm 0.152 cum cement/100 sqm
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. For trusses spanning up to 12.00 m. [Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.]
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (b) With 0.91 mm sheet
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) (b) 300 mm. wide gutter
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. On steel or other metal surface.With super gloss (hi-gloss) Two Coats (With any shade except white)
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC In Ground Floor One Coat
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Normal Acrylic Emulsion
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. 110 mm. Dia.
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Single brick flat soling (thickness 75 mm.)
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