JH-M-DUM-05 / 2021-22

Amount

Repair of Road from Bishanpur (Lakhanpur) to Dudhani Road (L-2.700 Km.)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mas per Technical Specification Clause 201.

Construction of subgrade 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 with free lead as per Technical Specification Clause 303.1.

Construction of subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means

Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II: 10 mm (Nominal Size)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Ordinary Km post

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 200M Stone (Precast)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Boundary Pillr (Precast)

Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary in C.M. (1:4) in sub-structure

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)

Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Painting two coats including primer coat after filling the surface with synthetic as per drawing and Technical Specification Clause 1701

Jivanpur to Rangalia (L-1.7960 Km.

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Construction of subgrade 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 Clause 303.1 Free Lead

Construction of subgrade 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 Clause 303.1 1000m Lead

Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specification clause 408 (including carriage of materials, all taxes, royalty etc. complete job)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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.

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job)

White washing two coats on parapet walls as per technical specification clause 1915

Lakarbinda to Mohulpur (L-2.070 Km.)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Construction of subgrade 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 Clause 303.1 Free Lead

Construction of subgrade 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 Clause 303.1 1000m Lead

Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specification clause 408 (including carriage of materials, all taxes, royalty etc. complete job)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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.

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job)

White washing two coats on parapet walls as per technical specification clause 1915

REO Road to Chawalia (L-2.899 Km.)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Construction of subgrade 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 Clause 303.1 Free Lead

Construction of subgrade 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 Clause 303.1 1000m Lead

Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specification clause 408 (including carriage of materials, all taxes, royalty etc. complete job)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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.

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job)

White washing two coats on parapet walls as per technical specification clause 1915

REO Road to Lakarghati More (L-2.300 Km.)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Construction of subgrade 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 Clause 303.1 Free Lead

Construction of subgrade 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 Clause 303.1 1000m Lead

Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specification clause 408 (including carriage of materials, all taxes, royalty etc. complete job)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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.

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job)

White washing two coats on parapet walls as per technical specification clause 1915

Khirdhana More to Khirdhana (L-2.000 Km.)

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Construction of subgrade 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 Clause 303.1 Free Lead

Construction of subgrade 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 Clause 303.1 1000m Lead

Providing granual sub base course with local materials (Table 400.13) by mix-in-place method: normal construction of granular subbase by providing local material, spreading in uniform layers with tractor mounted grader on prepared surface, mixing by mix-in-place method with rotavator at once and compacting with smooth wheeled rollor to achieve the desired density complete as per clause 401.4 as per MORD technical specification clause 408 (including carriage of materials, all taxes, royalty etc. complete job)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (including carriage of all materials, all taxes, royalty etc. complete job.)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means as per Technical specification clause 502 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (including carraige of all materials , all taxes, royalty etc, all complete job)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504 (including carraige of all materials , all taxes, royalty etc, all complete job)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (grade) coarse and fine aggregate confirming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fil, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation, including provision of contraction and expansion, consturction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job)

Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)

Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job) 200 m stone (precast) - (15 cm x 10 cm x 65 cm)

Reinforced cement concrete M-15 grade wheel guard/F.I. post of standard design as per IRC 25 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25 x 25 x 5mm -do- -do- as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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.

Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 (including carraige of all materials , all taxes, royalty etc, all complete job)

Stone masonry work in cement mortar in foundatoin and plinth complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in f&p (including carriage of materials, all taxes, royalty etc. complete job)

Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Stone Masonary in C.M. (1:4) in s/s (including carriage of materials, all taxes, royalty etc. complete job)

Plain/Reinforced cement concrete in substructure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) (including carriage of materials, all taxes, royalty etc. compelte job)

Plastering with cement mortar (1:3), 15mm thick on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 (including carraige of all materials , all taxes, royalty etc, all complete job)

White washing two coats on parapet walls as per technical specification clause 1915

Mahulpahari (Dhopahar) to Duarpahari Road (L-2.650 Km.)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mas per Technical Specification Clause 201.

Construction of subgrade 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 with free lead as per Technical Specification Clause 303.1.

Construction of subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means

Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II: 10 mm (Nominal Size)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Ordinary Km post

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 200M Stone (Precast)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Boundary Pillr (Precast)

Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.

Plain cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-10 with nominal mix 1:3:6)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonary in C.M. 1:4 in foundation in Drain & in Retaining Wall

Providing random rubble stone masonry in C:M (1:4) in sub-structure complete as per drawing and technical specifications. Random Rubble Masonry Work in Cement Mortar 1:4 in S/S Retaining Wall

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)

Pointing with cement mortar (1:3) on brick or stone masonry work as per drawing and technical specification Clauses 613.3 and 1204

Providing weep holes with day grades stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.

PWD Road to Longopahari (L-2.530 Km.)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mas per Technical Specification Clause 201.

Construction of subgrade 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 with free lead as per Technical Specification Clause 303.1.

Construction of subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means

Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504.

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II: 10 mm (Nominal Size)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (b) Ordinary KM Stone (precast)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (b) 200M Stone (Precast)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (c) Boundary Pillr (Precast)

Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Sitasal To Palma Road (L-3.680 Km.)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mas per Technical Specification Clause 201.

Construction of subgrade 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 with free lead as per Technical Specification Clause 303.1.

Construction of subgrade 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 with lead upto 1000 m as per Technical Specification Clause 303.1.

Providing, Laying, spreading and Compacting of WBM Grading II (Size 63mm to 45mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 2 as per Technical Specification clause 405 by manual means

Providing, Laying, spreading and Compacting of WBM Grading III (Size 53mm to 22.4mm) stone aggregate of specific size to water bound macadam specification including spreading, in uniform thickness, hand pacing. Rolling with three 80-100KN static roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the intersticwes of coarse aggregare, watering and compacting to the required density Grading 3 as per Technical Specification clause 405 by manual means.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II: 10 mm (Nominal Size)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Ordinary Km post

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 200M Stone (Precast)

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 Boundary Pillr (Precast)

Providing and fixing of typical PMGSY Informatory Signboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.

Providing and fixing of retro-reflectorised Cautionary, Mandatory and Informatory Sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.

Providing, supplying & labours charges for pitching and soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at work site and lift all complete job as per direction of E/I.

Plain cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-10 with nominal mix 1:3:6)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary in C.M. (1:4) in foundation

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)

Plastering with cement mortar (1:4), 15 mm thick with clean coarse sand F.M 1.5 including screening curring with all lead and lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (P.C.C. Grade M-25 in Deck Slab)

Labour Cess @ 1%

TIYA CIVIL TECH PVT. LTD.

SANDEEP KUMAR