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| 1 | Construction of BT road for connecting village Mukansar 5kmEmbankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 2 | Survey work ofroads including ploting of L-section, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. ) |
| 3 | Clearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 4 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading- III Using Screening Type-B (11.2mm Agg.) |
| 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading- IIUsing Screening Type-B (11.2mm Agg.) |
| 6 | Providing and laying granular sub-base material (From Natural Quarry)having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with 20 Km lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-II with CBR value not less than 25.to attain 100% proctor density. |
| 7 | Tack coatProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 8 | Case - II : Type B Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) |
| 9 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.9 of Bitumenous Surface Course @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications) |
| 10 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means.) |
| 11 | Case - I(A): Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Mechanical method using Penetration grade Bitumen (VG-30) and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 12 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications |
| 13 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) Ordinary soil Manual Means upto 3 m depth |
| 14 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 15 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry |
| 16 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 17 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. Ordinary Km. Stone |
| 18 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 5th Km. Stone |
| 19 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 200 M. Stone. |
| 20 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 21 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle |
| 22 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular |
| 23 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 24 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 25 | Construction of BT road for connecting village JograjgarhClearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 26 | Providing and laying granular sub-base material (From Natural Quarry)having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with 20 Km lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-II with CBR value not less than 25.to attain 100% proctor density. |
| 27 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) |
| 28 | Survey work ofroads including ploting of L-section, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. ) |
| 29 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading- III Using Screening Crushable type such as Moorum or Gravel |
| 30 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading- IIUsing Screening Crushable type such as Moorum or Gravel |
| 31 | Case - I(A): Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Mechanical method using Penetration grade Bitumen (VG-30) and HMP of appropriate capacity not less than 75 tonnes/hour . |
| 32 | Case - II : Type B Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) |
| 33 | Tack coatProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 34 | Add Extra for adding shreaded plastic waste as per guidelines envisaged in IRC SP:98-2013 over item of open graded premix carpet @8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant (The bitumen content will be as per respective clause of morth specifications. |
| 35 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means.) |
| 36 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications |
| 37 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.)Ordinary soil Manual Means upto 3 m depth |
| 38 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 39 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry |
| 40 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 41 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 200 M. Stone. |
| 42 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. Ordinary Km. Stone |
| 43 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. 5th Km. Stone |
| 44 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 45 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm equilateral triangle |
| 46 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm circular |
| 47 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) |
| 48 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
