Estimate for construction of head regulator and bridges of Khanpur Distributary

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil in ordinary soil mechanical means depth upto 3 mtr

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil in ordinary soil mechanical means (Depth 3 m to 6 m)

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump including centering,shuttering and needle vibrator

Suplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump including centering,shuttering and needle vibrator

Cement concrete 1:4:8, With stone aggregate 40mm gauge means mixing by mechanical means using concrete mixer volumetric type

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (B) Sandy Material

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump including centering,shuttering and needle vibrator

Provision of an reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

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)

Supply of multipurpose synthetic Hetiv Grease.

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm 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 of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m 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 reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .Providing Advanced direction Sign Board 1200x900 mm using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position : FLATS

Weaving wore netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.

Filling stones or spalls into crates and hand packing (only labour)

Supply and carriage of boulder as per department specifications

Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge. (ii)75mm Ø x 12 mm Th.

Providing of Hollow Bulb Seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (1)100/44

Supply of multi grade mobile mobile oil

Supply of GI Pipe Hollow/Pipe of any Size

Supply of CHEQUERED PLATE

Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in-charge

Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge (ii) 6 mm wide

Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (1) 0-10 mm Ø,(2) 10-20 mm Ø

M.S Spindle with double startor triple start threading 11' Height 1/3/4" dia complete upto 1.50 ton capacity

M.S Spindle with double startor triple start threading 11' Height 1/3/4" dia complete (2) 1.50 to 2.50 ton capacity

Supply of Skin plate .

Dismantling of spindle hoist, central drive unit, rope drum, rack and pinion and winch machine at site complete in all respects.

Cranes 3 tonnes

Dismantling brick work tile, masonry or tile lining in cement

Dismantling brick work tile, masonry or tile lining in arch work in cement or lime

Dismantling concrete in lime concrete, cement concrete of 1:6:12 or leaner mix

Any Other Items

R S BUILDERS