Remodelling of V.R.B at RD 156000 of Budha Nallah

Amount

Excavation in soil using hydraulic JCB and hydraulic tractor trolly with disposal upto 7 km pucca including cutting and loading in trolly, trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to the embankment locations with all lifts and leads.

Rehandling of earthwork

Dismantling Reinforced Cement Concrete

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Furnishing and Placing Reinforced cement concrete RCC Grade M25 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)

Plain cement concrete M-10 (1:3:6) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and Placing Reinforced cement concrete RCC Grade M20 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)

Plain cement concrete M-20 in Sub Structure complete as per Drawing and Technical Specifications.

First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level.

Cold twisted deformed (Ribbed/Tor Steel Bar) Bars Fe500 grade as per IS 1786-1985, for R.C.C. works, where not including in the complete rate of R.C.C. including bending and placing in position complete in all respect.

Making dewatering arrangement by pumping set 4"x4" (Tractor 24-HP Driven)

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications.

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position for tees, angles and channels complete in all respect.

Providing and fixing Stainless steel nut and bolts of all sizes & length required

20mm thick cement plaster 1:2 in two coat work

Drilling/boring hole of any size including rimming complete in all respects and to entire satisfaction of engineer-in-charge

Providing GI Plate of any size and desired shape complete in all respect as per approved drawing and to entire satisfaction of engineer-in-charge

Suppling and laying of GI Pipe Hollow/Pipe of any size

Providing and laying Tar Felt Paper for Joint

Drainage Spouts complete as per drawing no. SD/205 and Technical Specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges).

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Cautionary sign board 600x600x600mm triangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 49656-09 and as per IRC 67-2012 fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm confirming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro refrlective sheeting & a certified copy of test reports from an independent test laboratory confirming to clause 6.7 of IRC 67-2012 using high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012.

Direction/Diversion Plate 900x300mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956-09 and as per IRC 67-2012 specifications fixed over 4 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame fixed in position complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro refrlective sheeting & a certified copy of test reports from an independent test laboratory confirming to clause 6.7 of IRC 67-2012 using high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012.

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