RCC road from Old Estate office to Iron Oxide Shifting Pond

Amount

Sectioning including sweeping off the IronOxide slurry if any from the proposed site.

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

Felling of trees

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

Earth Work excavation

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

Plain cement concrete

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Centering and Shuttering for Retaining wall

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

Soling

od101761/2024_2025 : Soling with rough stone of size 200 mm, well packed and filling voids with stone chips and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete.

RCC for retaining wall

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Bitumen sealant for expansion joints

5.26 : Providing and filling in position, blow bitumen in expansion joints.

Cement mortar Filling in Expansion Joints

od101796/2024_2025 : Providing and filling in position, cement mortar 1:6 (1 cement : 6 coarse sand) in expansion joints

RCC Retaining Wall

5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

VDF RCC including expansion gap at 4 m c/c with either company supplied rubber pads or with contractors wooden planks. No separate measurement will be taken for providing expansion gap in any of the shuttering items.

16.75 : Providing and laying C.C pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge ( The panel shuttering work shall be paid for separately)

16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

Steel reinforcement with 2 coats of zinc rich primer

od145275/2024_2025 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete <br>After applying 2 coats of zinc rich primer. Supply of steel reinforcement will be in the scope of contractor. Thermo - Mechanically Treated bars of grade Fe-500D or more of approved brand as per the instruction of Engineer in charge.

hari sree engg works (BID ID -1971175)

Bidder Name

hari sree engg works

SARATHKUMAR S