WB-PANCH/03/CGP/2026

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (a) Depth of excavation not exceeding 1,500 mm. 1x72.00x1.300x0.600=56.160 56.160 m3

Providing and laying cement concrete of Design mix M15 with compacting and complete. (Measurment will made as per finish volumeof work) M15 Base 1X72.000X1.300X0.150=14.040 Wall 2X72.000X0.300X0.600=25.920 39.960 M3 39.960 M2

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. DETAIL IN BILL 165.00

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. ..............L.S............... 20.000 NOS

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] (ii) With 1:4 cement mortar 15mm thick (Vide P/164 lt. No. 2 - (1) - b)) ..............L.S............... 151.20 M2

Neat cement punning about 1.5mm thick in wall,dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. (Vide P/166 It. No. 8) ..............L.S............... 151.20 M2

Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.(For Making Diversion & reuse it in item as stated) ..............L.S............... 15.000 M3

ADD GST @ 18%

ADD Labour Welfire Cess @ 1%