Construction of Boundary Wall replacing existing damaged/broken/tilted brick structured boundary wall with Concertina fencing on top of wall and other allied works on urgent basis at A Zone 132KV Substation under Durgapur Area Office WBSETCL

Construction of Boundary Wall replacing existing damaged/broken/tilted brick structured boundary wall with Concertina fencing on top of wall & other allied works on urgent basis at A Zone 132KV Substation under Durgapur Area Office, WBSETCL

Percentage BoQ

BoQ_Ver3.0

NIT No.:- SE/DAO/CIVIL/2025-26/07 , DATED:- 10.02.2026

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.

Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stackingof 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 75 m.In ground floor including roof. (a) upto 150 mm. thick

Uprooting and removing plants from the surface of walls parapet etc and making good damages.(a) Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr.

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.

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, at 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. (i) Tor steel (II) 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, Ground Floor (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

Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10cm. dia bamboo as main posts at therate of 1 metre centre to centre and 7.5cm. dia bamboo [email protected] apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-in charge(A) up to 3.9 metre height

(B)Labour charge for shifting of scaffolding

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

(b) In Superstructure, 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](a) With 1:6 cement mortar(a) 20 mm thick plaster

(b) With 1:6 cement mortar. (a)15 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.

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

(b) Tack weld

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

M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted tor after of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)

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 :With super gloss (hi-gloss) -(i) Two coats (with any shade except white)

Filling in foundation or plinth by fine sand inlayers 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

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 measurement) Beyond the initial lead of 50 m up to total lead of 200 m

Beyond 200 m & up to total lead of 500 m

Supplying fitting and fixing 600 mm (±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)

Supplying, fitting galvanised 3 ply 12 gauge / 4points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire as necessary.

Galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. (i) 12 mm. dia.(a) 300 mm.

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