GENERAL-CSIND - Kollam Thodu Reach 2- Urgent side protection at the left bank of Kollam thodu from Kachikadavu (Ch. 69.63 KM) to Mundakkal (Ch. 70.13 KM)- Part 2- General Civil Work

Amount

Bank protection

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum

OD1729/2025-2026:Conveying, lifting, handiling, hoisting, aligning and fixing R.C.C 300 mm square, 6 m in length from the place of casting to placing site driving plant up to a distance of 150 m including hire charges for planks, wooden scantiling, coire rope,crow bars, etc. complete

OD18880/2025-2026:Providing, conveying, hoisting and fixing precast reinforced cement concrete in slabs including setting in cement mortar 1:3(1 cement : 3 coarse sand), cost of required centering, shuttering and finishing but excluding the cost of reinforcement, with machine batched and machine mixed design mix M-25 grade cement concrete (based on DSR 5.16 )

OD1728/2025-2026:Driving and installing Pre-cast reinforced cement concrete piles of any size and length to the required depth in line and levels and shifting the casted piles to the driving spot without damaging the pile with necessary lifting equipments placing in correct position to line and driving down to required depth with the help of driving equipment including hire charges for driving equipment, machinery,planks, fuels, labour charges etc complete as per the direction of the departmental officers at site

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

OD31247/2025-2026:Providing Temporary Z steel sheet pile including driving down Z/U type MS sheet piles of 4.00 height vertically to lines and levels interlocking with adjacent piles using suitable pile driving unit and all its accessories for an average depth of 3.00 m. for ensuring sufficient anchorage including including all labour hire charges etc complete for protection of adjacent structures, road and removing the same after work as per the directions of departmental offices at site. Details for length of 20.00m. Z type sheet pile = 6x20 =120 sq.m weight sheet pile = 120x123.10 Kg = 14772 kg Add 2% wastage = 295.44 kg Total = 15017.44kg Net. Quantity if used 10 times =15017.44/10 =1501.744kg Driving down area = 3x20 = 60 sq.m

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

Bidder Name

ANIL V VARGHESE