Repair And Maintenance Of Various Roads Under Municipal Committee ( Sh P / L 30 Mm Thick Bituminous Concrete Paver Block Cc 1 3 6 Under Paver Block And Cc For Edging 1 4 8 On Various Road Under M.C. Dalhousie ( I.E .5 No Roads )
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Project Description
Repair And Maintenance Of Various Roads Under Municipal Committee ( Sh P / L 30 Mm Thick Bituminous Concrete Paver Block Cc 1 3 6 Under Paver Block And Cc For Edging 1 4 8 On Various Road Under M.C. Dalhousie ( I.E .5 No Roads )
BOQ
| Sl. No. | Item Description |
| 1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg (zero point two seven five killograme) per sqm onprepared dry and hungry bituminous surface/granular surface cleaned with Hydraulic broom as per MORD Technical Specification section 500 or as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate is including the octori, royality, Malkana, toll tax,GST,or other taxes imposed by the Government. |
| 2 | Providing and laying 30 mm (Thirty millimetre) compacted thicknessbituminous concrete with minimum 100-120 (one hundred-one hundred twenty) TPHhot mix batch type plant with electronic controlGrading -II using crushed aggregate 13.2 (Thirteen decimal two millimeter) nominal size of specified grading premixed with bitumen binder VG-10 (Viscosity grade-ten) at the rate of 5.40 to 5.60. (five decimal four zero to five decimal six zero) percent of mix weight transported to site , laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheel rollar 8-10 (Eight to Ten) tonne capacity for intial break down rolling and vibratory rollar 8-10 (Eight to Ten) tonne capacity or pheumatic type rollar of 12-15 ( Twelve to fifteen) tonne with type pressure of at least 0.56 MPA (Zero decimal five six) for intermidiate rolling and finished rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achive the desire compactionas per MORTH specification clause No. 500 as per the direction and entire satisfaction ofEngineer-in-Charge including carrige of materials within all leads and lifts and other incidentals the rate including octori, royality, Malkana, toll tax, sale tax ,GST or other taxes imposed by the Government. |
| 3 | Providing and laying 50mm (Fifty millimeter) thick consolidated dense graded bituminous macadom with 100 - 120 (one hundred -one hundred twenty) TPH batch type HMP producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% (Four point two five )per cent by weight of totalmix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignmernt , rolling with smooth wheel , vibratory and tandem rollers to achieve the desired compaction as per MORTH specification section500 complete in all respect and to the entire satisfactionofEngineer - in- Charge including carriage of materials within all leads, lifts and other incidental .The rate is inclusive of octroi, royality,Malkana, toll tax ,GST or anyother taxes imposed by the Government . |
| 4 | Scarifying the existing bituminous road surface to a depth of 150 mm (One hundred fifty millimeter) and disposal of scarified material within all leads and lift as per MORTH Technical Specification Section 300 andasperthe directionsof Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax or anyother taxes , GST imposed by the Government . |
| 5 | Providing and layingMechanically mixed and vibratedconcretefor plain cement concrete nominal mix 1:3:6 ( one cement is to three sand is to six graded crushed stone aggregate 20 millimetre(Twenty millimetrenominal size on ground or under water and curing complete for 14 (fourteen) days, in open foundationsfor all type of structures including pumping or bailing out water(surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work complete in drain as per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is inclusive of octroi, royality,Malkana, toll tax ,GST or anyother taxes imposed by the Government. |
| 6 | Providing and laying heavy duty precast cement concrete 80 mm (Eighty millimetre) thick inter locking paver block i/c border or kurb blockpavement with vibration technology in PVC/Fibre moulds upto M-50 (Fifty) grade confirming to IS 15658:2006 complete as per technical specification Section 1500 and as per IS-SP-63 paver block and as per the direction of the Engineer-in-charge. The rates are inclusive cost and carriage by all mode of transportation of materials within all leads, lifts and other incidentals, inclusive of octroi, royality,Malkana, toll tax, GST or anyother taxes imposed by the Government . |
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