Construction of High Level Bridge @ (0/8km to 0/9km) on R/F NH-44 (Old-NH-7) to Mamidipally via Vererlapally,Nandigama Mnadal in Shadnagar Constituency, Rangareddy 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., 304 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. - Levelling course

Supply and placing of the Vibrated reinforced cement concrete M30 grade IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) and with minimum quantity of cement of 400 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc.,including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. for Raft foundation

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc.,including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Supply and placing of the RCC M20 Design Mix Concrete corresponding to IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H with minimum quantity of cement of 350 kg/cum including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., 500,1700, 2100 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge For Foundation.

Supply and placing of the RCC M20 Design Mix Concrete corresponding to IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H with minimum quantity of cement of 350 kg/cum including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., 500,1700, 2100 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Substructure.

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge for Sub-structure.for Bed blocks & Backing walls

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. FOR Super structure.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) 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 reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., as per MoRT&H specification 1600 &2200 and i including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. in foundation.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) 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 reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost 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 in sub-structure.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) 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 reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., 1600 & 2200 and including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. in super structure.

Providing and constructing RCC crash barrier M40 (Cement content 0.430 t/cum) grade at the edges of the road, approaches to bridge structures and medians, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premoulded 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 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications 811, 1600, 1700 and as per IRC-6.including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Vibrated cement concrete M 30 grade IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) and with minimum quantity of cement of 400 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc.,including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge for Wearing Coat.

Vibrated reinforced cement concrete M30 grade IS 456 using With Batching Plant, Transit Mixer and Concrete Pump with 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) and with minimum quantity of cement of 400 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc.,including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge for Approach slab.

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(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) as per MoRT&H Specification 1500,1700, 2100 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. for levelling course.

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 a thickness 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 710.1.1 of IRC:78 and Clause 2200 of MoRT&H including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification and specifications of IRC:78 & 2200 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Providing dry rough stone revetment 300 mm thick with HBG stone of not less than 300 mm size including cost, (excluding seigniorage) charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Construction of RCC guide posts of 250 mm dia M25 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Providing 25.4 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality iincluding Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause MoRT&H 202 and as directed by the Engineer.(By Mechanical means in Cement Concrete grade M-15 & M-20) including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge.

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means 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 soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 - with a lead beyond 1000ms , including Contarctor's profit and overhead charges, complete for finished item of work and as directed by the Engineer-in-charge

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. including contractor profit and overhead charges but excluding seigenorage chargesComplete for finished item of work and as directed by the Engineer-in-charge

Construction of sub grade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 305 MORTH including contractor profit and overhead charges but excluding seigenorage chargesComplete for finished item of work and as directed by the Engineer-in-charge for Laying of CC Roads in Jalpally Municipality

Providing and fixing of Junction board (1050 x1500mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.Including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances

Providing and fixing of Hazard marker (300mm X 900mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances

Providing and fixing of Mandatory sign (900mm dia. Circular) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances

Providing and fixing of Facility Informatory sign(60OmmX80Omm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.Including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Traffic sign, Marking & Other Appurtenances