CONSTRUCTION OF C.C. DRAIN FROM M INA GOWALA HOUSE TOWORDS SALILA BHUJEL HOUSE AT MAJHI LINE PART NO. 11-60, UNDER DALSINGPARA GRAM PANCHAYAT WITHIN KALCHINI PANCHAYAT SAMITY. ACT. ID. 109610344

Earth work in excavation of foundation trenches or drains in all sorts of soil including mixed soil but excluding laterite or sand stone includuing 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

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 9 a ) With earth obtained from excavation of foundation

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

Cement concrete with 30 mm down graded shingles excludung shuttering N B vareity ( a ) 1:3:6

Ordinary Cement Concrete ( mix 1:2:4) with graded stone chips ( 20 mm nominal size) excluding shuttering and reinforcement if any in gr floor as per relevent IS codes ( b ) River Bazree

Hire and labour Charges for Shuttering with centering and necessary staging up to 4 m using approved stout propsand thick hard wood planks of approved thickness striking out after completion of works 9 a ) 25 mm to 30 mm thick wooden shuttering without staging as per design & direction of the Engineer in charge

Plaster ( to wall floor ceiling etc) with sand and cement mortar including rounding off or chamfering cornersas directed and racking out joints where necessary ( ii ) With 1:6 cement mortar (b ) 15 mm thick plaster

Neat Cement Punning about 1.5 mm thick in wallo dado window sill floor etc.

Preparation of Concrete Specimen & Compressive Strength Test as per IS 1199 & 516

Providing & fixing concrete sign board as per IRC specification of size 900 x 750 x 37 mm thixk with RCC ( 1:1.5:3) as per direction of the Engineer in charge