Construction of new road protection wall at Chadnibenepukur bye lane near the H O the H O Raju Das and Manasi Chatterjee Booth no 109 in ward no 10 under CMC APAS

Page No- 4, Item No- 8, Pumping out water from ponds or tankscluding roof.(b) above 150 mm. thick. (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through Percolation or otherwise)

Page No; 1; Item No; 2(a), 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 75m. 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.

Page No; 2; Item No; 4(B), 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)

Page No; 14; Item No; 1, Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Page No; 23; Item No; 1(a), Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion

Page No; 237; Item No; 56, Providing weep holes (150X75mm) in abutment or wing wall for the entire thickness, with slope 1:20 towards drainage surface, including packing with different sizes of brick bats or boulders of approved quality and sizes at the back side as per direction. of Engineer-in-charge.

Page No; 15; Item No; 7(a)(b), Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

Page No; 189; Item No; 1(ii)(b), Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:4 cement mortar.(c) 15 mm thick plaster

Page No; 189; Item No; 1(ii)(b), Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Page No; 42; Item No;36, 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 tshuttering without staging in foundation as per decision & direction of Engineer-in-charge.

Page No; 26; Item No; 10(i), Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

Page No; 1; Item No;3c(ii), 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)(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

Add 9% SGST

Add 9% CGST

Add @ 1% loabour welfire cess over (BLD SCH.).