Construction of Samshan Ghat at Chikthujote, at PS 16 under Maniram GP Naxalbari Development Block, APAS fund

Earthwork in excavation in foundation trenches in all sorts of soils including removing the spoils within the lead of 15.0m as directed.(a)

Earthwork in filling foundation trenches and plinth with the good earth obtained from the excavation of foundation trenches or carried earth/sand in layers not exceeding to 150mm as directed including ramming, dressing etc. all complete.(a) With the earth obtained from excavation of foundation trenches.

Carraded earth arrange by the contractor (B) Filling foundation---------------------------Silver sand

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

(1:3:6)) C.C. with 30mm down bazree with materials supplied at site excluding shuttering

Labour for shuttering with centering with approved stout props and thick hard wood planks of approved thickness including fitting, fixing and striking out after completion of work.

above pl

Nominal mix M-20 C.C. with 20mm down bazree excluding shuttering and reinforcement, if any.(1:1.5:3)

Reinforcement for R.C. works in all sorts of structures including initial straightening, cutting to requisite length, placing in proper position, bending and binding with 16 gauge black annealed wire at every intersection complete.

125mm thick brickwork in cement mortar (1:4

Sand cement plaster work with materials supplied at site.(ii) 15 mm thick(1:4)

P-101 ,I-2 M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete incl. Hollow section, alstructural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finishedstructural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each

Applying decorative cement based paint of approved quality after preparing the surface i/c scraping the same thoroughly (plastered or concrete surface) as per manufacturer’s specification.

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

display board

Labour Cess 1 %