tender for construction of dedhara beler par kalitala ghat-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. foundation beam at ground level beam 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. (payment to be made on the basis of measurement of finished quantity of work) (a) with earth obtained from excavation of foundation 1/5 th of excavation 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. do by fine sand. (payment to be made on measurement of finished quantity) item no. 1 page single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. no.14 and sl 1 page 1 of corri 3 dt 04.06.18 foundation beam at ground level total 5 rate analysis ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant is codes. a) pakur variety foundation beam at ground level total 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. (i) pakur variety foundation column. beam at ground level 6 rate analysis beam column to column top slab middle slab bottom slab steps (1/2 x 14= 7) west slab sitting slab7 sl. no. 40 a (i) page no. 43 and 10th corrigendum page 1 reinforcement for reinforced concrete work in all sorts of structures including istribution 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 and upto roof of ground floor/upto 4 m (i) tor steel/mild steel. ii. jsw/jspl/shyam/srmb/electrosteel @1.20% of concrete hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of engineer-in-charge. 8 item no. 36 (a) page no.42 pcc side shuttering for foundation side shuttering for foundation side shuttering for column side shuttering for beam side shuttering for ground level beam side shuttering for top slab side shuttering for top slab side shuttering for middle slab side shuttering for middle slab side shuttering for bottom slab side shuttering for bottom slab shuttering for ride shuttering for west slab 9 x 8.26 in shuttering for middle slab etc