Road And Building Department-RBD has published Spl.Repair To Internal Road Of 7Th Bn Campus From Side Gate To Drill Shed At Bhubaneswar For The Year 2020-21 Such As Widening And Strengthening Right Side And Left Side From 0.00 To 0.245Km Spl.Repair To Internal Road Of 7Th Bn Campus From Side Gate To D. Submission Date for this Tender is 04-10-2021. Shed Construction Tenders in Bhubaneswar Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling and removing RCC columns, beam, slab, staircase landing, lintel, including stacking the useful materials for reuse and removing the debris within 50 m leads including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge. |
| 2 | Dismantling & removing of K.Bbrick/stone masonry in lime or cement mortar under 3.mtr height in all floors at all heights and removing the debris away from the work site with all leads including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge. |
| 3 | Dismantling the old damaged RCC Structural link chajja, shelves, parapet cleaning the surface, lowering and removing the debris away from the work site with al leads including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge. |
| 4 | Dismantling & removing old doors, windows, & ventilator including removal of frame, hinges, fastening in all floors at all heights and stacking the useful materials for reluse and removing the debris away from the work site with all leads including cost of all labours, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge. |
| 5 | Excavation for Road way in soil by mechanical means including cutting and pushing the earth to site embankment upto a distance of 100 meters (average lead 50 meters), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. complete in all respect as directed by the Engineer in charge. |
| 6 | Loosening levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm , mixed with water at OMC and then compacted by rolling so as to acheive minimum dry density as given in table 300-2 embankment construction & clause 305 of MORTH Specification for Road & Bridge works (4th Revision) |
| 7 | Construction of granular sub-baseproviding COARSE graded granular subbase Grading-IV material as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wothrotavator at OMC, and compacting with vibratory roller to achieve the desired denisty complleteas per clause 401 of MORTHspecifications for Road & Bridge works (4th Revision) |
| 8 | Providing, laying and spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plat carriage of mixed material by tipper to site , laying in unifrom layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to acheive the desired density as per clause 406 of MORTH specifications for Road & Bridge works (4th Revision) |
| 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502.8 of MORTH Specifications for Road & Bridge works (4th Revision) complete as directed by the Engineer in charge. |
| 10 | Providing and applying tack coat with 60/70 penetration grade bitumen pressure distributor @ 0.20Kg/Sqm on the prepared surface, cleaned with mechanical broom as peer clause 503 of MORTH specifications for road & bridge work (4th revision) including cost conveyance and taxes of all materials and cost of all labour, sundries and T&P etc. required for the work complete as direction by theEngineer-in-Charge (Over granular suface treated with primer) |
| 11 | Providing and laying Bituminous Macadam (Gr-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of Grading-II & Biutmen as per Table No.500-4 permixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finshier to the required grade, level and alignment and roalled as per Clauses501.6 and 501.7 of MORTH specifications for Road and Bridge works (4th Revision) |
| 12 | Providing, laying 25mm thickSemi Dance Bituminous Concrete (Grading-II) with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous brinder @ 4.5 to 5 percent of mix and filler, transporting the him mix to work site. laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compactingincluding cost, conveyance, royalties and taxes of all materials, cost of all labour, hire and running charges of machineries, sundries and T&P etc required for the work complete per clause 508 of MORTH specification for Road & bridge works (4th Revision) |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorsing glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:-35. the finished surface to be level, uniform and free streaks and holes as per clause 803 of MORTH Specifications for Road & Bridge works(4th Revision) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
