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Tender ID
Tender Value
₹2.3 L
EMD Value
₹4,650
Closing Date
9 Mar 2026, 5:00 pmClosed
SVP Commercial
Webel Bhavan Salt Lake Sec V EP GP Block KOL 91
RCC trench construction for fire pipe road crossing and replacing UG fire hydrant line at Bolpur IT Park
2026_WEBEL_1015406_1
WEBEL/ EOT/W/25-26/000028 (RE TENDER 2nd Call )
Open Tender
CIVIL WORKS
Item Rate
45 days
Bolpur IT Park
Please refer to the Tender Documents
7 documents required · 7 mandatory
₹500
₹4,650
Yes
3 Jun 2026
26 Feb 2026
12 Mar 2026
27 Feb 2026
9 Mar 2026
5 Mar 2026
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In Gr. Floor including roof
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. upto 1.5 m
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
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.)
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 Pakur Variety
Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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. JSW/JSPL/SHYAM/SRMB/ELECTROSTEEL
Brick work with 1st class bricks in cement mortar (1:4), In foundation and plinth
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer incharge, complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 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 required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For structural members of specified sections weighing less than 22.5 Kg./m
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). With 1:4 cement mortar, 20 mm thick plaster
Providing laying,testing and commissioning of C class heavy duty MS pipe conforming to IS 1239/3589 fittings like elbows,tees,flanges,tapers, nuts bolts,gaskets etc in ground including welding,excavation and providing cement concrete blocks as supports,anti corrosive treatment with coalter/ashphalt tape as per IS 10221 , refilling the trench ..Pipe 150 mm dia.
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details.html
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Tendernotice_1.pdf
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BOQ_2494595.xls
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CorrigendumBolpur.pdf
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Corri28Re.pdf
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Corrigendum10.pdf
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CorriBolpurFireline.pdf
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RetenderRCCBolpurCorri.pdf
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