CONSTRUCTION/ REPAIRING RENOVATION OF PAVEMENT FOOTWAY AT R. N. TAGORE ROAD FROM THE POST OFFICE MORE TOWARDS MUNICIPALITY GATE UPTO HATARPARA MORE IN WARD NO- 19 UNDER APAS WITHIN KRISHNANAGAR MUNICIPALITY (15 FC UNTIED FUND). SL NO- 5

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.

125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

(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)

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.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor. (A) [Pakur Variety] (a) 1:3:6 proportion

Providing and fixing at or near ground level precast cement concrete in kerbs (size:410mm x310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concrete M25 Grade without reinforcement, fixing as per approved pattern and setting inpositionat site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.

Supplying & laying as per IRC-SP:063-2004 paver unitofany shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately). Note: Sub-grade CBR should not be less than (b) 50mm thic kinter locking designer concrete paverblock M 30 grade for non-traffic zone, buiding premises, garden, parks, domestic drive as per IS: 15658 2006 (over20-30mm medium sandbed on 200 mm thk bound gnaular/granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation. (ii) Coloured Decorative

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). (f) 25 mm to 30 mm shuttering without staging in foundation.

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.