Development of CC Road connecting NH163 Bypass Road in Chevella Municipality Rangareddy District

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., complete for finished item of work for trench cutting as per MOR&H specification No.301 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 CC Road (0.90 KM x 7.50 m x 2)

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 (4th revision) - with a lead charges , including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For CC Road (0.90 KM x 7.50 m x 2)

Construction of granular sub-base (GSB) 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 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 CC Road (0.90 KM x 7.50 m x 2)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. For CC Road (0.90 KM x 7.50 m x 2)

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. P.C.C grade M 10 Nominal Mix (1:3:6) 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 CC Road (0.90 KM x 7.50 m x 2)

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), with minimum cement 350.00 Kgs coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher 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, screed and plate vibrators and finished in continuous operation including provision of , construction joints, curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD 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 CC Road (0.90 KM x 7.50 m x 2)

Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel 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 CC Road (0.90 KM x 7.50 m x 2)

Groove Cutting of 2-4 mm for 1/3rd (50.0) mm depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement 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 CC Road (0.90 KM x 7.50 m x 2)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH 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. For CC Road (0.90 KM x 7.50 m x 2)

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., (APSS NO. 309 & 310) 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 CC Road (0.90 KM x 7.50 m x 2)

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 complete for finished item of work and as directed by the Engineer-in-charge as per MorTH 408 /8.2 B. For Central median with concrete kerb

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. 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 Central median with concrete kerb

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH in Ordinary soils by Mechanical Means 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 Construction of Pipe Culvert (3V x 1000 mm dia RCC NP3)

Providing concrete for plain/reinforced concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm 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.For Construction of Pipe Culvert (3V x 1000 mm dia RCC NP3)

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer 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, 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 Foundation. For Construction of Pipe Culvert (3V x 1000 mm dia RCC NP3)

Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Ex-factory, Excluding transportation & taxes. 1000 mm dia 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 Construction of Pipe Culvert (3V x 1000 mm dia RCC NP3)

Reflling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming and conveyonce of water to work site and all operational ,incidental,labour charges 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 Construction of Pipe Culvert (3V x 1000 mm dia RCC NP3)