M/T and Balance work of link road from Bihali Bachuni Chamber Katara road K.M. 0/0 to 11/100 in Tehsil Salooni District Chamba HP

Amount

Excavation in soil in hilly area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil, setting out true to the required line, grades, width cutting and trimming of side slopes to level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all useful material to acquired width of the road or on approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. Recovery for usefull stone of 492.13 cum (four hundred ninety two point thirteen ) cubic metre) @ 300/-cum (Rupees three hundred per cubic metre) only shall be effected from the contractor bill on pro-rata basis for the quality of cutting in earth work executed. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases. , including carriage of materials with in all leads and lifts. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 and 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness blind age and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:5:10 ( one cement is to five sand is to ten graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Toll tax, GST or any other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe (Finolex/ Vertex) with slope of I (v): 20(H) towards drainage face complete as per drawing and MORD technical specification section 700 and 1200 including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for plain/ cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 ( M ten) per cubic metre nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 40mm(forty millimetre) 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 arrise at the time of laying concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200.and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Loosening of the ground upto a level of 300 mm (Three hundred millimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 with three wheel 80-100 (eighty- one hundred ) KN static road roller for subgrade construction as per M.O.R.D.Technical Specification section 300 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Preparation of sub-grade by dressing to camber (earth work for the cuting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specifications as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Consolidation of sub-grade with road roller 80-100 (eighty -one hundred )KN static roller including making good the undulation etcetera with earth or quarry soil and re-rolling the sub-grade completed as as per HPPWD specifications as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of subgrade and earthen shoulders with approved material obtained from borow pits including transporting to site, spreading, grading to require slope and compacted with three wheel 80-100 (eighty -one hundred ) KN static road roller to meet requirement of table 300.2 as per M.O.R.D. technical specification section 400 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base 150 mm (one hundred fifty millimetre) consolidated thickness by providing well graded material mixing in a mechanical mix plant at OMC and carriage of mixed material to site of work in all leads and layers in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel 80-100 (eighty - one hundred )KN static roller in stages to proper grade and camber, to achieve the desired density, complete as per M.O.R.D. Technical specifications section 400 and as Engineer-in-Charge including all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty -one hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect.

Providing and applying primer coat with bitumen emulsion (SS-I) slow setting-I on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85kg (Zero point eighty five Kilogram) per square meter of road surface using bitumen emulsion pressure distributor complete, as per MORD technical specifications section 400 or as directed by the Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentials. The rate includes octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing and applying Tack coat with bitumen emulsion (RS-I)Rapid setting-using emulsion pressure distributer @ of 0.275kg (zero point two seven five kilograms) per square metre on the prepared granular surface treated with primer and cleaned with hydraulic brooms/complete as per MORD technical specifications clause No. 503 or as directed by the Engineer-in-charge.Including carriage of materials within all leads, lifts and other incidentials. The rate includes octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing laying and rolling by mechnical means of open grade premix carpet of 20mm ( twenty millimeter) thickness composed of 13.2mm ( thirteen decimal two millimeter) to 5.6 mm ( five decimal six millimeter) nominal size crushed stone aggregate mixed in the ratio 2:1 (two is to one) and @ 0.27 cum (zero decimal two seven cubic metres ) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point sixty kilogram) per ten square meter of road surface laid to required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in hot mix plant 30/40 ton capacity per hour transporting mixed material with tippers and laying with pavers finisher to the required grade to be followed by seal coat of type-B and camber and rolling with a three Wheel 80-100 ( eighty -one hundred) KN static road roller to required level and grade as per M.O.R.D. technical specifications section 500 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying seal coat sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification section 500 premixed with 6.8 kg ( six point eight) kilogram per 10 (ten) square metre using mixed with crushed sand passing 2.36 (two point three six ) seive VG-10 (ten) bitumen 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. (Ten square metre) heated in hot mix plant and laying of mixed material and rolling with power road roller 8-10 ( eight to ten tonne capacity) and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction