Development of drainage system and construction of concrete road, cow-catcher inside the premises of Liluah 132KV Substation Under ACE KTZ WBSETCL.

Development of drainage system and construction of concrete road, cow-catcher inside the premises of Liluah 132KV Substation Under ACE KTZ WBSETCL

Percentage BoQ

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NIT No.:- ACE/ KTZ /CIVIL/Liluah/2025-26/13, DATED: 09.02.2026

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 #

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

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

Dismantling R.C. floor, roof, beams etc including cutting rods &removing rubbish as directed within a lead of 75m including stacking of steel bars.In Ground floor including roof.

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.

Earthwork 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 75m as directed. The items include necessary trimming the sides or trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1.50m

Filling in foundation or plinth by fine sand in layers not exceeding 150mm, as directed and consolidating same by through saturation with water ramming complete, including the cost of supply of sand.

Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.

Cement concrete with graded stone ballast (40mm 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 (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur variety

Earthwork 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.

Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hardwood 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 (Upto roof of G.floor)a) 25mm to 30mm thick wooden shuttering without staging in foundation

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

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 upto roof of ground floor/upto 4M i) Tor steel (SAIL/TATA/RINL)

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.

Neat cement punning about 1.5mm thick in wall dado, window, sills, floor, drain etc.

Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials

Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length, a) 160 mm

(B) Fittings i) Plain Tee, a) 160 mm

ii)Bend 45º, a) 160 mm

iii)Bend 87.5º, a) 160 mm

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. I) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m

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