Panchayat Raj Engineering Department Tender

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);ROAD FURNITURE Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Construction of dowel jointed un-reinforced, expansion and construction joint 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 (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron 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 contraction and expansion and construction joints, applying 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 overhead charges & Contractors profit excluding Seignarage charges etc complete.

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);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 grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);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 with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Construction of gravel sub base by providing 100% gravel(table 400.20) having soaked CBR not less than15% and plasticity index < 6 and stacking at site to the departmental guage for pre measurements and mixing them and spreading the same with grader in uniform layers of loose thickness of not more than 225nn including mix by mix in place method with rotavator to OMC and compacting to with vibratory roller of 80 kn to 100kn capacity to achieve the desired density complete as per IRC technical specification clause 402.30 of MORD including all over heads and contractor profit but excluding VAT & seignorage charges.

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

BT of R/F Ramapuram to Kandibanda via Gopal Rao Chervu in Ramapuram (V) (2.95 KM) in Mellachervu (M);ROAD PORTION Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision