Tender For Mukta Mancha At Baroyari Mondir., bongaon-West Bengal

Tender For Mukta Mancha At Baroyari Mondir.-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. matrix 6&*& 1 &*&1.00&*&1.200&=&7.200 matrix (A) Filling in foundation or plinth by silver sand in layers 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) Total = 23.700 A. BRICK WORKS Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. = 6.000 matrix 2&* 12.8 * 0.25 &=6.400 matrix matrix 6 * 1 * 1 Total = 12.400 (1) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion Column matrix 1&*6.70&* 6.1 * 0.075 &=&3.065 matrix matrix 6&*& 1 *&1.000*&0.075&=&0.450 matrix Total = 3.515 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (1) Pakur Variety Col matrix 6&&& 0.25 &*&0.250&*&4.400&=&1.650 matrix Base 6 X 1.00 x 1.000 x 0.150 = 0.900 Base matrix 6&& x &0.531&*&0.531&*&0.450&=&0.761 Tie Beam matrix 2& * &&*& 0.25 *&0.250&*&0.250&=&1.475 matrix matrix 1&* 3 *&1.500*&0.600&=&2.700 matrix Tie Beam Lintel matrix 2& * 2.9 &*&0.250*&0.250&*&0.363 matrix 1 6.10 x 0.250 x 0.250 = 0.381 Roof Beam matrix 5&& x &0.70&*&0.250*&0.250&*&0.628 matrix Roof 3 X 5.35 x 0.380 x 0.250 = 0.763 [[1 * 5.6 * 5 * 0.75 = 21]] Beam Hire and labour charges for shuttering with necessary staging upto 4 m using approved stout props and thi hard wood planks of approved thickness with required bracing concrete slabs, beams and columns, lintels curved or straig including fitting, fixing and striking out after completion of wor (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision direction of Engineer-In-Charge Steam up to roof of G.F For Column Col matrix 6&&& 4.4 &*&1.00&*&1.000&=&26.400 matrix Base matrix 6&* 4 * 0.25 * 1 = 6 Tie Beam R.L Beam matrix 3&x&6.70&*& 0.25 * 2 &=&10.050 matrix Roof 3 * 6.1 * 0.25 * 2 = 9.15 Beam matrix 1&*&6.10&*& 0.25 * 2 = 3.05 matrix Lintel matrix 1&*& 6.71 *&6.100*&1.000&=&40.931 matrix Roof Side matrix 2&*& 6.1 &*&0.380&*&1.000&=&4.636 matrix Side matrix 2&*& 6.1 &*&0.380*&1.000&=&4.636 matrix Total 104.853 Reinforcement for reinforced concrete work in all sorts structures including distribution bars, stirrups, binders etc initia straightening and removal of loose rust (if necessary), cutting requisite length, hooking and bending to correct shape, placing proper position and binding with 16 gauge black annealed wire every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of groun floor/upto 4 m (1) Tor steel/Mild Steel 1. SAIL/TATA/RINL 20% * of * 10.016 * 7.85 = 0.9435 250mm Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth Step up to PL matrix 2&*& 12.8 *&0.250*&0.450&*&2.880 matrix matrix 3&* 3 *&0.250*&0.375=&0.844 matrix Total = 3.724 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 1 X 1 * 5.35 * 2.7 = 14.445 5.35 x 1.00 5.350 Total 19.795 Plaster (to wall, floor, ceiling etc.) with sand and cement mortal including rounding off or chamfering corners as directed an raking out joints including throating, nosing and drip course scaffolding/staging where necessary (Ground floor) [Excludin cost of chipping over concrete surface] (1) With 1:6 cement mortar b) 20 mm thick plaster etc

INR 692 /-

INR 3.45 Lakhs /-

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