Construction of High Level Bridge at Km 13/4-6 near Veldanda (V) on Kodavatur Narmetta road in Jangaon District.

Earth work excavation and depositing on bank in all soils up to SDR and stone matrix with machinery cut and dump with in a radius of 5 m including all incidental and operational charges for foundatons for finished item of work as per MoRT&H spcn. No 304. - Above LWL excluding dewatering charges in ordinary soils upto SDR, by mechanical means upto 3M depth

Earth work excavation and depositing on bank in all soils up to SDR and stone matrix with machinery cut and dump with in a radius of 5 m including all incidental and operational charges for foundatons for finished item of work as per MoRT&H spcn. No 304. - Above LWL excluding dewatering charges in ordinary soils upto SDR, by mechanical means upto 3M to 6m depth

Providing and laying PCC M15 grade levelling course below foundation and approach slab using 40mm, 20mm, 10mm HBG crushed stone aggregrate ( Coarse aggregrate conforming to table 1000-1 and fine aggregrate confirming to table 1000-2) including cost and conveyance of all materials to site all labour charges, centering, machine, laying in position, compacting, vibrating, curing including all incidental, operational charges of T&P, complete as per Drawing and Technical Specifications and as per MoRTH specification Nos.2700 complete for finished item of work

Plain Vibrated Cement Concrete M25 Mix in Foundations using 40 mm, 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc. complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700, 2100 (5th revision)for footings of abutments and Wing walls below sill Level

Plain Vibrated Cement Concrete M25 Mix in Substructure using 40 mm, 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc. complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700, 2100 (5th revision) for sub structureof abutments and Wing walls below sill Level - Up to 5 mt height

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) 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

Vibrated Reinforced Cement Concrete M30 Mix in sub structure using 20mm and 10mm size HBG (ss5) graded M/c metal ( Coasre aggregate confirming ti table 1000-1 and fine aggregate confirming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, vibrating, finishing curing including all other incidental cahrges and all other operational charges of all T & P required etc as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item complete as per drawings and technical specifications & as per MoRT&H Spcn. No 1500, 1700 & 2200 (5th revision)for Abutmnet bed blocks & backing walls, Piers. - Up to 5 mt to 10 mt height

Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seigniorage 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 superstructure - Up to 5 mt to 10 mt height

V.R.C.C. M30 grade concrete using 20mm and 10mm size SS5 HBG crushed stone aggregate including cost and conveyance of all materials to site, seigniorage charges,labour charges for machine mixing,laying,compacting,curing etc,including all other incidental and operational charges,T&P chargesetc, complete but excluding cost of steel and its fabrication charges, as per MoRT&H Specifications 1500,1700,2100 & 2704(5th Revision). For Approach Slab . as per MORT&H Drg no: ----- VRCC M30

V.R.C.C. M30 grade concrete using 20mm and 10mm size SS5 HBG crushed stone aggregate including cost and conveyance of all materials to site, seigniorage charges,labour charges for machine mixing,laying,compacting,curing etc,including all other incidental and operational charges,T&P chargesetc, complete but excluding cost of steel and its fabrication charges, as per MoRT&H Specifications 1500,1700,2100 & 2702(5th Revision). For Wearing coat over Deck slabs ..

Vibrated Reinforced cement concrete in super structure complete as per darwing and techincal specifications as per MORT&H specification nos 1500,1700 & 2200 VRCC M-40 for Crash barriers excluding cost of steel and its fabrication charges as per approved drawing.

Providing HYSD bars (Fe-500) from primary producers like TATA, SAIL VSP, JINDALPANTHER as approved by Ministry of Steel of different diameters , wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985. - Foundations

Providing HYSD bars (Fe-500) from primary producers like TATA, SAIL VSP, JINDALPANTHER as approved by Ministry of Steel of different diameters , wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985. - Sub Structure

Providing HYSD bars (Fe-500) from primary producers like TATA, SAIL VSP, JINDALPANTHER as approved by Ministry of Steel of different diameters , wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinfircemnet including cutting, bending, bi nding roads, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and opertaional charges etc., 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-Chrage and as per MoRT&H spn. 1600&2200 (5th revision) and as per I.S:1786 of 1985. - Super Structure

Providing grouted rough stone revetment 300mm thick with 300mm size rough stone grouted with 0.25 Cum. of C.C.1:4:8 mix using 40mm max size HBG metal / chips (graded) (SS.5) including cost,seignorage cess conveyance of all materials to site, labour charges curing etc. complete as per drawing and technical specifications as per MORT&H Spcn. No. 2504.

Providing rough stone revelment 300 mm thick using 300 mm ize rough stonne varity including cost ,seigniorage and conveyance of all materials to site , labour cgarges etc , complete as per MOST specification no. 2504

Providing and laying filtermaterial underneath pitching in slopes complete as per drawing and technical specification and as per MORT&H Spcn. No. 2504

Back filling behind Abutments with selected earth including cost ,conveyance and seigniorage of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to athickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.

Providing weep holes in Brick masonry/Plain/Reinforced concrete Abutment/wing wall/Return wall with 100mm dia meter A/C pipe extending through the full width of the structure with slope of about 1 V : 20H towards drawing face Complete as per drawing and technical specification, complete for finished item of work for weep holes as per MORTH specification No 2706 & 2200 (5th Revision)

Suplying and fixing of CI drainage sprouts Complete as per MoRTH specification No. 2705 and as per drawing No. SD/103 complete for finished item of work

Providing and laying boulders apron for bed protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and specification. complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge

Forming embankment with borrowed useful earth (Selected earth with a lead of 10.0km) from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work). For Shoulder only -

Construction of Granular sub-base by providing HBG material confirming to Grading-VI of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator/approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (Payment will be made based on levels for finished item of work ).

Providing, Laying, Spreading for a compacting graded HBG crushed stone aggregate to Wet Mix Mechadam specification including premixing the material with water at OMC in mechanical mix plant carrige of mixed material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with Vibratory roller to achieve the desired density etc., as derected by the Engineer-in-charge and as per MORT&H specification 406 (5th revision) for finished item of work.(Payment will be made based on levels for finished item of work).

Providing and applying Prime coat with bitumen Emulsion (Slow setting/Bulk) using emulsion pressure distributor at a rate of 0.70kg/sqm on a prepared surface of granular base including cleaning of road surface, the finished item of work as per MoRTH specification 502 (5th revision).

Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing and laying 30mm compacted Bituminous Concrete with 100-120 TPH batch type hot mix plant/40-60TPH hot mix plant using HBG crushed aggregates of Grading-3 as per table 500-7 of specification 507 of MoRTH (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler including cost and conveyance of all materials to work site and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per MoRTH specification 507 (5th revision) complete and as directed by the Engineer-In-Charge.