Re-aligning of the existing 30 mts wide Master Plan Road Passing through the middle of the TGIIC land in Sy. No.30 of Osmannagar village starting from Y junction upto Village water Tank in Osmannagar (V), RC Puram (M), Sanga Reddy District

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm by mechanical means in areas of non thorny jungle(light jungle), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification .including Contractors profit and Overhead charges but excluding Seignorage charges for finished items of work and as directed by Engineers-in-charge

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge as per Technical Specification .including Contractors profit and Overhead charges but excluding Seignorage charges for finished items of work and as directed by Engineers-in-charge

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification complete and including initial lead including all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. Complete for finished item of work and as directed by Engineer in charge.

Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item of work for trench cutting as directed by Engineers-in-charge as per specification and as directed by the Engineer-in-Charge

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification , by Machanical means for Sumps, Thrust Blocks and Man Holes etc,.including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished items of work and as directed by Engineers-in-charge

Forming embankment 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, with a lead beyond 1000ms , 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 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 Mix in Place Method 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 . including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing and applying prime coat with Bitumen emulsion (SS-1) (Slow Setting) using emulsion pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification , including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II premixed with bituminous binder of VG-30 grade @ 4.5% of weight of total mixture and , transporting to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc.including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading II (13 mm nominal size), premixed with bituminous binder VG 30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic big paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per specification complete in all respects with all leads including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Specification, 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 cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant including contractors profit and overhead charges but excluding seinorage charges all complete as per clause , complete for finished item of work and as directed by the Engineer-in-charge

Plain Cement Concrete (1:4:8) proportion by machine mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Granite macine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as machine mixing, laying and ramming concrete in 150mm layers , finishing top surface, curing concrete, etc., including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge for Foundations and Flooring Bed

Providing R.C.C. grade M 30 Design Mix, using 20 mm Graded Metal in Batching plant. Providing concrete for reinforced concrete for all types of works using 20 mm and 10 mm size Graded hard stone aggregate, ,cement content 0.40 MT per Cum ,mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications . for foundations including contractors profit and overhead charges but excluding seinorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing R.C.C. grade M 30 Design Mix, using 20 mm Graded Metal in Batching plant. Providing concrete for reinforced concrete for all types of works using 20 mm and 10 mm size Graded hard stone aggregate, ,cement content 0.40 MT per Cum ,mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications . for walls height upto 5 mts including contractors profit and overhead charges but excluding seinorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing R.C.C. grade M 30 Design Mix, using 20 mm Graded Metal in Batching plant. Providing concrete for reinforced concrete for all types of works using 20 mm and 10 mm size Graded hard stone aggregate, ,cement content 0.40 MT per Cum ,mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications . With Batching Plant, Transit Mixer and Concrete Pump super Structure For t beams and slabsheight upto 5 mts including contractors profit and overhead charges but excluding seinorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification for Bars below 36 mm dia including over laps and wastage, where they are not welded. including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification for Bars below 36 mm dia including over laps and wastage, where they are not welded. including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in super structure complete as per drawings and technical specification for Bars below 36 mm dia including over laps and wastage, where they are not welded including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-charge.

Carting of surplus excavated Earth within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.

Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 including Contarctor's profit and overhead complete for finished items of work and as directed by Engineers-in-charge