FDR to Kondapuram X road to Gopalraopet from km 1/0-2 in khammam district

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seigniorage charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, _ and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for Levelling course below approach slab.

Proving and laying Vibrated cement concrete M 25 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost (excluding seigniorage charges) and conveyance of all materials to site and all labour charges, centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for footings of Abutments piers & wing walls.

Proving and laying Vibrated cement concrete M 25 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost (excluding seigniorage charges), and conveyance of all materials to site and all labour charges, centering, machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Sub structure for Abutments piers and wing walls

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, excluding seigniorage charges conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th Revision ) and as directed by the Engineer-in-Charge for RAFT foundation

Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, excluding seigniorage charges conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th Revision ) and as directed by the Engineer-in-Charge for Abutment Bed blocks & Backing walls, (Sub Structure)

Furnished and placing reinforced cement concrete in Super Structure of VRCC M30 grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, excluding seigniorage charges conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution by the Engineer-in-Charge as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600 & 1700 excluding cost of steel & its fabrication charges. As per MOST Drg.No:SD/114

Providing and laying Vibrated reinforced cement concrete M 40 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, excluding seigniorage charges conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers.

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost excluding seigniorage and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost excluding seigniorage and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

Providing HYSD bars Fe-500 from primary producers like TATA,SAIL,VSP,JINDAL PANTHER of different diameters, wrought and put up bars of all diameters including cost excluding seigniorage and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost excluding seigniorage and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.

Providing weep holes in plain/ reinforced concrete abutment,wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure at 1.00 m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction staggered from the weep holes laying above and below lines as shown in drawing including cost and coveyance of the A.C. pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., but excluding seigniorage charges complete for finished item of work for weep holes as per MORT&H specification No 2706 & 2200 (5th revision)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulders laid dry without wire crates.