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Job 5 Construction Of Link Road Nagroli To Harijan Basti Via Mohalla Brahmana, Gujran Chaperian At Km. 0-0 To 3-345 Sub Head Providing And Laying G.s.b, Wmm And 25mm Thick Bituminous Concrete At Rd 0-315 To 0-630 Under Mmgsy
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mnount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401including carriage of material within all leads and lifts and other incidentials.The rate including octori, royality, malkana,GST ,or other taxes imposed by the Government.
|158.29||Per cubic metre||5||-|
Providing and laying bituminous concrete 25mm (twenty five millimetre )thick with 100-120 TPH ( one hundred to one hundred twenty ) tonne per hour) hot mix plant producing an average output of 75 (seventy five ) tonne per hour using crushed aggregate of specified grading premixed with bituminous binder VG-30 (thirty ) @ 5.4 to 5.6 ( at the rate of five point four to five point six ) of mix and filler ,transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade, camber , level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.509 complete in all respects including carriage of material within all leads and lifts and other incidentials and as per the entire satisfaction and directions of Engineer-in-charge . The rates are inclusive of octroi, royality, Malkana, toll tax,GST or other taxes imposed by the Government.
|24.02||Per square metre||9||-|
Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg. per square metre (Zero point two five to zero point three zero) kilogramme per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical specification clause -503 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts. and other incidentals.The rate including octori royality,malkana toll taxes,GST or other taxes imposed by the Government
|1008.8||Per square metre||8||-|
Earth work in excavation for all type of road structure and all type of on classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) such as retaining walls, breast walls, culverts, drains and parapets etcetera as per drawings and technical specification clause 305.1 and as per direction of the Engineer- In – Charge including setting out construction of shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and any quantium of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. including carriage of materials within all leads and lifts and other incidential . The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
|175.56||Per cubic metre||1||-|
Construction of embankment with approved material obtained from borrow pits transporting to site , spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per the direction of the Engineer-in- charge ,including carriage of materials within all leads and lifts .The rate including octori, royality, malkana,GST ,or other taxes imposed by the Government.
|1682.1||Per cubic metre||2||-|
Providing and 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 smooth wheel roller of 80 to 100KN(Eighty to hundred) weight to achieve the desired density including lighting barricading and maintenance of diversion etc. as per tables 400.11 & 400.12 and technical specification clause 406. including carriage of material within all leads and lifts and other incidentials.
|144.12||Per cubic metre||6||-|
Providing and applying evenly a priming coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg (zero point seventy kilogram desh one point zero kilogram) per square metre using mechanical means as per technical specification clause 502 (low porosity ) and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts. and other incidentals.The rate including octori royality,malkana toll taxes,GST , or other taxes imposed by the Government
|1008.8||Per square metre||7||-|
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site ,spreading , grading to required slope and compacted to meet requirement of tables 300.2 with lead upto 1000 m as per technical specification clause 303.1 including carriage of material within all leads and lifts .The rates are inclusive octori, royality, malkana, toll tax GST or other taxes imposed by the Government.
|36.25||Per cubic metre||3||-|
Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation/ for all type structure complete of plain cement concrete nominal mix 1:4:8 ( One cement :four sand:eight graded crushed /broken stone aggregate 20mm (twenty Millimeter) nominal size in or under water and curing complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification Clause 802.803.1202 and 1203 as per the direction of the Engineer-in- charge ,including carriage of material within all leads and lifts and other incidential.The rates inclusive octori royalilty. Malkana toll tax ,sale tax, or other taxes imposed by the Govermment.
|282.55||Per cubic metre||4||-|