Construction of Foundation for 132KV Bus Coupler Bay and C-Bus and other allied works at C-1 Zone 132 KV Sub-station under Durgapur Area Office WBSETCL

Construction of Foundation for 132KV Bus Coupler Bay & C-Bus and other allied works at C-1 Zone 132 KV Sub-station under Durgapur Area Office, WBSETCL

Percentage BoQ

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NIT No.:- SE/DAO/CIVIL/2025-26/08, DATED:- 23.02.2026

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 #

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

Labour for picking up existing gravel stone lay on switchyard ground to a specified average depth, including screening and stacking the gravel stone materials.(A)For average depth above 75 mm but not exceeding 150mm by manual means. (i)Stone metal surface.

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) Upto ground floor including roof.

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m.In ground floor including roof. (a) upto 150 mm. thick

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 of finished quantity.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

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. but not requiring shoring.

c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m.

(b) For additional depth beyond 1.5 m. and upto 3.00 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. (a) With earth obtained from excavation of foundation.

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A) [Pakur Variety] (a) 1:3:6 proportion

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. (i) Pakur Variety

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. (a) For works in foundation, basement and ground floor (i) Tor steel (I) Other Than (SAIL / TATA / RINL make)

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 (a)25 mm to 30 mm thick wooden shuttering without staging in foundation

(b) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. (only the area in contact with concrete to be measured)

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

125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) in ground floor.

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).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar(a) 15 mm thick plaster

(b) With 1:6 cement mortar(a) 20 mm thick plaster

(c) With 1:4 cement mortar a)10 mm thick plaster

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Supply & Holding down GI bolt with nut , washer, fitted and fixed complete and packing the hole with cement concrete or cement grouts, as directed (LOA No:- CE/(O&M)-II/32/Durgapur/24-25/581, Date- 19.06.2024)

M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc.

Welding in M.S. structural work with gas or electric:(a) Continuous weld.

Labour for Chipping of concrete surface before taking up Plastering work.

Labour rate for spreading 100mm thick of gravels stone aggregates in switchyard

Extra for carriage of all kinds of soil for each additional unit lead of 50 m (or part thereof) including loading and unloading. (Borrow pit easurement) Beyond the initial lead of 50 m up to total lead of 200 m

Beyond 200 m & up to total lead of 500 m

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