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| 1 | 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, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, complete including setting out true to the required lines, grades, cutting and trimming of side slopes camber, super elevation and levels as shown in the drawing and as directed by engineer-In-Charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of unuseful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the 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, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. All useful material such as stones shungle, aggregate and slates etcetra shall be sorted out and stacked in proper stack. Recovery of stone to the tune of 1009.71 cum (One thousand nine point seven one cubic metres) quantity at the rate of 300/-(Rupees Three hundred) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity 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 compensated by him to the extent of damaged occured in all cases including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government . |
| 2 | Construction of embankment for road way with approved materials from borrowpits , or other sources in layers of suitable thickness not exceeding 200mm (Two hundred milimeter) thick layers and compacted with 80-100 (Eighty - Hundred) K.N static/ vibreating road roller to meet the requirement of table 300.1 and 300.2 of technical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to Technical specification clause 301.5 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water where required including handling of material for construction of embankments within all leads and lifts. The rate is including carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects. The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government . |
| 3 | Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil, comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 4 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 (One cement isto four sand isto eight graded crushed stone aggregate 40mm (Forty millimeter) nominal size), on ground or under water for all type of structure, in R/wall / B/wall and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water) including removal of slush which may arise at time of laying concrete for all heights/depths including cost of form work and curing complete for 14 (fourteen) days as per drawing and MORD Technical specification section 800, 900, 1200 and 1600 as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 5 | Backfilling with granular material behind abutment, wing wall return wall and retaining walls complete as per drawings & MORD technical specification section 1200 &1600 and as per direction and entire satisfaction of the Engineer -in-Charge including carriage of materials within all leads and lifts and other incidental. The rate including of octroi, royality, Malkana, tolltax, GST or other taxes imposed by the government. |
| 6 | Construction of embankment for roadway with approved material deposited at site from roadway excavation, excation from drains and foundations of all structures or other sources in layers of suitable thickness not exceeding 200 mm (Two hundred milimeter) thick every layers and compacted with 80-100 (Eight - Hundred) K.N static/ weight roller to meet the requirement of table 300.1 and 300.2 Technical specifications section 300 & 1600 to lines, grades, levels and cross sections as per drawings or direction and entire satisfaction of the Engineer-in-Charge to specification clause Number 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water where-ever required including handling of material for construction of embankments within all leads and lifts. The rate is including carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects.The rate including of octroi, royality, Malkana, tolltax, GST or other taxes imposed by the government. |
| 7 | Providing and laying weep holes in brick masonry/stone masonary, plain/reinforced concrete abutments,wing walls,return walls,and Breast /retaining walls with 110 mm (One hundred ten milimeter) diameter PVC pipe extending through the full width of the structure with a slope of 1 (one )vertical :20 (twenty) horizontal towards drawing face complete as per drawing and technical specifications Clauses 614,709,1204.3.7 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidentals.The rate including of octroi, royality, Malkana, tolltax, GST or other taxes imposed by the government. |
| 8 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete, M-10 Grade (M-Ten) Nominal mix 1:3:6 (one cement : three sand : six graded crushed stone aggregate (40mm) forty millimeters nominal size) on ground or under water in open foundations for all types of structures, including pumping or bailing out water/dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths and any quantum of water, including cost of form work and curing complete as per drawing and MORD technical specification section 800,900, 1200 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. |
| 9 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in Sub-structure using grade M-20 ( M-Twenty) design mix with cement contents not less than 350kg (three hundred fifty kilogram) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate as per drawings and M.O.R.D. technical section 1500, 1700 and 2200 including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in bed block and dirt wall etcetra and curing complete including carriage of materials with in all kinds of leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-In-Charge. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 10 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in Super structure for all types of structure of cement contents of grade M-25 (M- Twenty five) design mix with minimum cement concretes of 400 kg (Four hundred kilogram)per cubic meter with 20 mm (Twenty milimeter) nominal size graded crushed stone aggregate as per drawings and and technical specifications Clause 800, 1205.4 and 1205.5 including cost of form work but excluding the cost of reinforcement for reinforced concrete work including carriage of materials in all leads and lifts and other incidents. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 11 | Providing and laying mechanically mixed and vibrated reinforced cement concrete mix design of grade M-30 (M- Thirty) designed mix with minimum cement contents of 430 kg (Four hundred thirty kilogram) per cubicmeter with 20 mm (Twenty milimeter) nominal size graded crushed stone aggregate and curing completed in wearing course including coat of reinforcement for reinforced concrete work and form work and curing complete as per drawing and technical specifications clause 800 , 900, 1000 & 1400 and as per the directions of the Engineer-in-Charage including carriage of material within all leads and lifts and other incidentals .The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 12 | Supplying, fitting and placing HYSD bar reinforcement (fe-500D) of sail/ Tata Tiscon/ Jindal (JSPL) in Sub Structure complete as per drawings and technical specifications section 1000 &1200, including cutting,bending,binding and placing in position complete including cost of binding wire upto all height/ depth as per direction and entire satisfaction of Engineer-in-charge including carriage of material witin all leads and lifts and other incidental .The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 13 | Supplying, fitting and placing HYSD bar reinforcement (fe-500D) of sail/ Tata Tiscon/ Jindal (JSPL) in Super Structure complete as per drawings and technical specifications section 1000 & 1400 including cutting,bending,binding and placing in position complete including cost of binding wire upto all height/ depth as per direction and entire satisfaction of Engineer-in-charge including carriage of material witin all leads and lifts and other incidental .The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 14 | Providing and laying fooring laid over cement concrete bedding complete as per drawing and techanical specification clause 1303 cement concrete bedding M-15 as per direction and entire satisfaction of Engineer-in-charge including carriage of material witin all leads and lifts and other incidental .The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 15 | Loosening of the ground upto a level of 300 mm (three hundred millimeter) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 with threee wheel 80-100 (eighty to one hundred) for subgrade construction as per Technical Specification section 300 as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 16 | Constrution 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 Table 300.2 as per Technical Specification section 400 including hauling of materials in all leads and lifts and other incidential and as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. . |
| 17 | Construction of Granular sub base 225 mm (two hundred twenty five millimeter) compacted thickness by providing well graded material as per table 400.1, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading-I material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. |
| 18 | Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, crushed stone aggregates of Grading-II, 63mm to 45mm (sixty three millimeter to forty five millimeter) nominal size to water bound macadam specification including spreading in uniform thickness using templates, hand packing rolling with three wheeled roller 80-100 (eighty to One hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening Type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.20 (zero point two zero) cubic metre per 10 Sqm. (ten square metre) and binding material at the rate 0.06 (Zero point Zero six)cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per direction and satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 19 | Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, stone aggregates of Grading-III, 53mm to 22.4mm (fifty three to twenty two point four millimeter) size to water bound macadam specification including spreading in uniform thickness, using template, hand packing motor grader, rolling with three wheeled roller 80-100 (eighty to One hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18cum (zero point one eight cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 20 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer with bitumen emulsion pressure distributor @ 0.85 Kg./Sqm (Zero decimal eighty five Kilogramme per Square metre) as per MORD technical specification section 500 & within all leads, lifts of material and other incidentals, as per entire satisfaction of Engineer-In-Charge including carriage of material . The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 21 | Providing and applying tack coat with bitumen emulsion (RS-I) including cleaning the road surface with hydraulic brooms and spraying with emulsion pressure distributor at the rate 0.275 kg (zero point two seven five kilogram) per square meter on the prepared granular surface treated with primer complete as per MORD Technical specification section 500 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 22 | Providing and laying 50 mm (Fifty millimetre) bituminous macadam with 100-120 (one hundred to one hundred twenty) TPH hot mix plant producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of grading as per table 500-7 premixed with bituminious binder VG-30 (Velocity Grade -Thirty) at the rate of 3.4%(three point four percent ) of mix transported to site with in all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MORTH technical Specification section 500 as directed by the Engineer - In -Charge including carriage of materials with in all leads lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 23 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kgs (Zero decimal Two two Five kilogram) per square metre on the prepared granular surface and cleaned with Hydraulic broom as per MORD Technical Specification section 500 as per direction and entire satisfaction of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 24 | Providing and laying 30 mm thick (Thirty milimetre) compacted thickness bituminous concrete with minimum 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronics control grading- II using crushed aggregate 13.2 mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminious binder VG-30 (velocity grade- thirty) @ 5.40 to 5.60% (five decimal four zero to five decimal six zero percent) of mix weight transported to site laid with sensor paver finisher hydraulic with sensor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheel roller 8-10 (eight to ten) tonne capacity for initial break down rolling and vibratory roller 8-10 (eight to ten) tonne capacity penumatic tyre roller of 12-15 (twelve to fifteen) tonne with tyre pressure of atleast 0.56 MPa (zero decimal five six) for intermidiate rolling and finish rolling with 6 to 8 (six to eight) tonne smooth wheeled tandom roller to achieve the desired compaction as per MORTH technical specificationsection 500 as per the direction and entire satisfaction of Engineer- in -charge, including carriage of materials within all leads, lifts and other incidental . The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 25 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed /broken stone aggregate 20 mm (Twenty Milimeters) nominal size in or under water 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 and curing complete in drain as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 26 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in Sub structure for all types of structure of cement concrete of Grade M-20 (M Twenty) designed mix with minimum cement contents of 350 kgs (Three hundred and fifty kilogramms) per cubic meter with 20 mm (Twenty Milimeters) nominal size graded crushed stone aggregate and curing complete including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in Bed Block kerb steps and wheel guard complete as per drawings and technical specifications Clause 802, 804,805, 806,807,1202 & 1204 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 27 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm (Three millimetre) thick corrugated sheet metal beam rail, 70 cm (Seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm ( One hundred fifty into seventy five into five millimetre) spaced 2 m (two metre) centre to centre, 1.8 m (One decimal eight metre) high, 1.1 m (One decimal one metre) 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 (One hundred fifty into seventy five into five) millimetre, 330 mm (Three hundred thirty millimetre) long complete as per section 800 of MoRTH technical specifications or as directed by the Engineer-in-Charge including carriage of material with all leads, lifts and other incidemtals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 28 | Providing and laying plain Cement concrete 1:2.5:5 (One Cement isto Two and half Sand isto five crushed stone aggregate) Nominal Mix, P.C.C. grade M-15 (M-Fifteen ) in sub structure complete as per drawings and technical specifications Clasue 802,804, 805. 806, 807, 1202 and 1204 and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 29 | Providing, laying 150 mm (One hundred fifty milimetre) Dia PVC Heavy Duty Pipe in Footpath (Pressure 6 Kg./cm2) P.V.C. PIPE in side Footpaths as service ducts.) complete in all respect and as per the direction and entire satisfaction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. Please Enable Macros to View BoQ information |
