IIP LLC Construting bondary wall and inspection road at Ch 7500m

Amount

Appendix 1 - IIP -LLC Constructing boundary wall at Ch.7500m 2.8.1 : Earth work in excavation in all classes of soil 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.as per the direction of departmental officers

2.33.1 : 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 30 cm girth up to and including 60 cm girth as per the direction of departmental officers

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 as per the direction of departmental officers

4.1.8 : Providing and laying in position cement concrete of specified grade :1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) excluding the cost of centering and shuttering for foundation of protection wall as per the direction of departmental officers

4.1.6 : Providing and laying in position cement concrete of specified grade 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering for foundation and super structure of protection wall as per the direction of departmental officers

4.1.5 : Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering for super structure of protection wall as per the direction of departmental officers

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations of protection wall as per the direction of departmental officers

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. for superstructure of protection wall as per the direction of departmental officers

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for parapet wall and demarcation post as per the direction of departmental officers

5.1.3 : Providing and laying in position specified grade of reinforced cement concretel:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement ) for demarcation post as per the direction of departmental officers

5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars as per the direction of departmental officers

50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per the direction of departmental officers

15.7.1 : Demolishing brick work in mud mortarmanually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres leadas per the direction of departmental officers

50.18.7.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall as per the direction of departmental officers

50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 in: CM 1:6 ( 1 cement: 6 coarse sand) for compound wall up to floor two level thickness 20cm and aboveetc complete. as per the direction of departmental officers

13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand)for compound wall and parapet wall as per the direction of departmental officers

Appendix 2 IIP -LLC Construction of inspection road at Ch.7500m 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per the direction of departmental officers

EMMANUEL KURIAN