M/T Link road from Upper Thana to Kut Chatrar to Alsahan Harijan Basti Bhiambi and Village

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by manual/ mechanical means including saturated soil comprising of ordinary soil, soft 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 material 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 machineries, materials ,tool and labour if required. Any loss to the public private property during the course to execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all the cases as per the direction of engineer-in-charge including carriage of material with in all leads and lifts. All useful material such as stone, shingle, sand and slates etecetra shall be sorted out. A recovery of 16.63 cum (sixteen point sixty three cubic metre) stone to be obtained from excavation cutting at the rate of Rs. 300/-(Rupees three hundred only) per cubic metre shall be effected on prorata bases in each running bill for this item. including carriage of material with in all leads and lifts and other incidentals .The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Construction of embankment with approved materials obtained from borrow pits deposited at site from road way, excavation of other road structures or other sources laid in layers of suitable thickness not exceeding 200mm( two hundred millimeter) and compacted with 80-100 (eighty-hundred)KN.static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 as per MORD Technical specifications clause 301.5 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, tools and materials and safety measures, as per direction of the Engineer-in-charge including carriage of material with in all leads and lifts and other incidentals .The rate includes 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 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 material with in all leads and lifts and other incidentals .The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..

Construction of sub grade and earthen shoulder with approved materials 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 with in all lead and lift as per technical specification clause 303.1 including carriage of materials within all leads and lifts and other incidential . The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government.

Construction of gravel/soil aggregate sub base/base by providing well graded material of nominal maximum size grading 80mm as per table 2.3 of IRC SP 77-2008, Spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount approriate rotavator attachment and compaction with three wheel 80-100 KN Static roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP 77-2008 including carriage of materials in all leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-in-Charge. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax , goods service tax, 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 one hundred kilo newton) weight to achieve the desired density including lighting barricading and maintenance of diversion etc. as per tables 400.11 & 400.12 and MORD technical specification clause 406.including carriage of material with in 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 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 0.85 kg (zero point eighty five kilogram) per square metre using mechanical means as per technical specification clause 502 and as per direction of Engineer-in-charge including carriage of material with in 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 and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 kg.per sqm (Zero point two hundred seventy five 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 material with in 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 and rolling of open graded premix carpet of 20mm ( twenty millimetre) thickness composed of 13.2mm ( thirteen decimal two millimetre) to 5.6mm ( five decimal six millimetre size aggregate at the rate of 0.27 cum(zero point two seven cubic metre)mixed with penetration grade bitumen binder VG-30 at the rate of 14.6 kg. per ten square metre and laying with paver finisher to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 ( eighty to one hundred )KN static road roller capacity finished to required level and grade to be followed by seal coat of either typeA or type B or type C mechanically as per . technical specifications clause No. 508 (Bitumen VG-30 ) as per the entire satisfaction and direction of Engineer – in- Charge including carriage of material with in 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 and laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using type B at the rate of 6.8 kg (six point eight kilogram)per ten square metre mixed with crushed sand defined as passing 2.36mm sieve at the rate 0.06 cum (zero decimal zero six cubic metre) per ten square metre as per technical specification clause 510 By mechanical means type B Bitumen (VG-30) as per the entire satisfaction and direction of Engineer – in- Charge including carriage of material with in 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 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) 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 MORD specification Clause 802.803.1202 and 1203 as per the direction of the Engineer-in- charge including carriage of material with in all leads and lifts and other incidentals .The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORTH specification clouse 811.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.

ravinder kumar

Chander Kumar

KULDEEP SINGH GOVT. CONTRACTOR

Mehar Chand