Job 9 Link road Butt Kalan to Harijan basti km. 0-0 to 1-400 Sub Head Providing and Laying GSB , wet mix and BC and Hume Pipe culvert 900mm dia RD.0-0 to 0-360 Under MMGSY

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by ordinary rock, hard rock, chieselling , wedging out of rock(where blasting is prohibited) and their intermediate classification of soil , setting out true to the required lines, grades, width cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-in-charge at site according to the MORD technical specification clause 302, 1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts on acquired width of road and transportation for filling in road ways camber , embankments for grade improvements and disposal of all surplus materials to required width of the road or to approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of mechineries, materials tool and labour if required. Any loss to the public private property during the course to execution shal be the absolute responsibility of the contractor which shall have to be duly compensated by him in all the cases as per the directio of engineer-in-charge including carriage of material with in all leads and lifts.

Construction of embankment with approved materials obtained from borrow pits and transported to the sirte spreading in layers of suitable thickness and exceeding 200mm( two hundred millimeters) and compacted with 80-100 KN.static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 specifications to lines,grades,level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including handling of materials for construction of embankment within all leads and lifts.The rate shall include carriage of machineries, equipment, tolls and materials and safety measures, payment of all taxes and octori incidentials necessary to complete the work in all respect as per direction of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentials.The rates are inclusive octori, royality, malkhana, toll tax sale tax or other taxes imposed by the Govt.

Preparation of sub grade by dressing to camber (earth work for cutting involved for subgrade to be paid separately( depending upon the classification of soil completed as per HP.PWD., specifications and as per direction of the Engineer-in-charge ,including carriage of material 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..

Consolidation of sub grade with power 8-10 ( eight to ten) tonne capacity road roller including making good the undulation etcetra with earth or quarry soil etcetra and re-rolling the sub grade completed as per HP.PWD., specifications as per the entire satisfication and direction of the Engineer-in-charge,including carriage of material 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..

Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause for grading I material including carriage of materials within all leads and lifts and other incidentals The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

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 smooth wheel roller of 80 to 100KN (Eighty to hundred kilo newton) capacity 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.The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Construction of sub grade and earthen shoulder with approved materaials obtained from borrow pits, with in all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of table 300.2 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..

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..

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 wateror ground 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.

Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation/ for all type structure complete of plain cement concrete grade M-10 (M-Ten)with 20mm(twenty millimetre) nominal size in or under water or ground 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 rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Providing and laying 900mm(Nine hundred millimetre) reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement:two sand) but excluding excavation protection work,back filling,concrete and masonry work in head walls and parapets as per technical specifications clause -1106 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..

Providing and applying evenly a 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 0.70-1.0 kg (zero point seventy kilogram to one point zero kilogram) per square metre using mechanical means as per technical specification clause 502 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts. and other incidentals.The rate including octroi royality,malkana toll taxes,GST, labour cess or taxes imposed by the Government

Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg.per sqm(Zero point twenty five to zero point thirty kilogram)per square metre.on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification .clause 503 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..

Providing and laying bituminous concrete 30mm (thirty millimetre) thick with 9.5mm ( nine point five millimetre) nominal minimum aggregate size with 100-120 TPH ( one hundred to one hundred twenty tonne per Hour) (Hot Mix Plant) producing an average output of 75 (seventy five) tonnes per hour premixed with bituminous binder VG-30 @ 5.5% (five point five per cent) minimum agrregate grading as per table 500.15 and Filler @ 2% ( two per cent) of weight of aggregates as per clause No. 509.2.4.2 design mix as per clause 509.4.3.2 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 -2014 specification clause No. 509 complete in all respects The Hot Mix Plant should be situated with in the distance of 30Km (thirty kilometre) from work site.including carriage of material within all leads and lifts and other incidentials.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government but exclusive GST. which shall be paid saparatly..

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