Special repair to Bus Stand Arki Distt- Solan HP

Amount

Demolishing cement concrete manually/ by mechanical means :-Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) and disposal of unserviceable material up to approved dumping site, which shall be arranged by the contractor at his own, and shall be the absolute responsibility of the contractor, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five Meter) in width or 10 sqm (Ten Square Meter) on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of excavated soils upto approved dumping site, which shall be arranged by the contractor at his own:-All kinds of soil, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position cement concrete Mechnically Mixed and vibrated of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:3:6 (One cement isto Three coarse sand isto Six graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Centering and shuttering including strutting, propping etc. and removal of form for :-Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying in position specified grade of reinforced cement concrete Mechnically Mixed and vibrated, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :- 1:1.5:3 (One Cement isto One and half coarse sand isto Three graded stone aggregate) 20 mm (Twenty milimeter) nominal size, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing steel reinforcement for R.C.C. work including bending, binding and placing in position including cost of binding wire complete, uptoplinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more., including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying 100mm (One hundred milimeter) thick factory made cement concrete interlocking paver block of M -30 grade of NTC, Modern, Nitco or Gico make made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm (Fifty milimeter) thick compacted bed of coarse sand, filling the joints with line sand etc. all complete, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Supplying and stacking at site. 90 mm to 45 mm (Ninety milimeter to Forty five milimeter) size stone aggregate, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Supplying and stacking at site 63 mm to 45 mm (Sixty three milimeter to Forty five milimeter) size stone aggregate, including all leads, lifts and carriage of materials, complete in all respect of as per entire satisfaction of the Engineer in charge.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3(Three) wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density, complete in all respect of as per entire satisfaction of the Engineer in charge.

RAJESH VERMA

mahesh sharma

Heera Singh Kaundal

PRATEEK THAKUR GOVT CONTRACTOR

GAYATRI TEGTA

DEVENDER KUMAR SHARMA