JH-P3-22-23-LOH-01

Amount

Details

Jima Chowk To Baratpur (L-8.100 Km.) Setting out etc all complete job as per specification and direction of E/I

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Scarifying Existing Bituminous surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 m by Mechanical means (3.15)

Excavation for Roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 24.00 per cum, watering, rolling & compaction)

Construction of Sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) (Sor 3.18 (i)) For Sub Grade

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (From Appendix and roadway cutting (50%))

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. (i) Free Lead- 70%

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. (ii) Lead Upto 250 m-15%

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. (iii) Lead Upto 500 m-15%

Construction of Granular sub-base (GSB) by providing course graded (crushed stone aggregate) Material Grading-2 (Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen(Using waste Plastic) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects.

Semi Dense Bituminous Concrete Grading 2 (Using waste Plastics) 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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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

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. (60% Edge marking)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) 5th kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (iii) Hectometre stone (precast)

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (@200/M/Per No)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and erecting MAINTENANCE BOARD retro-reflectorised sign as per IRC:67 made of high intensity grade 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

Providing and fixing of typical PMGSY LOGO Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum 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

DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

Providing clean coarse Sand behind in foundation of structure all complete as per specification …do-do…

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Furnishing and Placing Reinforced/ Prestressed cement concrete in s/s as per drawing and Technical Specification (P.C.C. Grade M-20 in Cover Slab)

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

GUARDWALL Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.

Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Hume Pipe Culvert (1m dia) Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Providing rough dreses coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.

Plastering with cement mortar (1:4),15 mm thick on stonework in substructure as per technical specification Clauses 613.4 & 1204

Providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.

Five Year Routine Maintenance - 1st Year

2nd Year

3rd Year

4th Year

5th Year

MRL23-Manho More To Bhaksho More (L-5.000 Km.) - Setting out etc all complete job as per specification and direction of E/I

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Scarifying Existing Bituminous surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 m by Mechanical means (3.15)

Excavation for Roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 24.00 per cum, watering, rolling & compaction)

Construction of Sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) (Sor 3.18 (i)) For Sub Grade

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (From Appendix and roadway cutting (50%))

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. (i) Free Lead- 70%

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. (ii) Lead Upto 250 m-15%

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. (iii) Lead Upto 500 m-15%

Construction of Granular sub-base (GSB) by providing course graded (crushed stone aggregate) Material Grading-2 (Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen(Using waste Plastic) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects.

Semi Dense Bituminous Concrete Grading 2 (Using waste Plastics) 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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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

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. (60% Edge marking)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) 5th kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (iii) Hectometre stone (precast)

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (@200/M/Per No)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and erecting MAINTENANCE BOARD retro-reflectorised sign as per IRC:67 made of high intensity grade 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

Providing and fixing of typical PMGSY LOGO Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum 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

DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

Providing clean coarse Sand behind in foundation of structure all complete as per specification …do-do…

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Furnishing and Placing Reinforced/ Prestressed cement concrete in s/s as per drawing and Technical Specification (P.C.C. Grade M-20 in Cover Slab)

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

GUARDWALL Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.

Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Hume Pipe Culvert (1m dia) Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Providing rough dreses coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.

Plastering with cement mortar (1:4),15 mm thick on stonework in substructure as per technical specification Clauses 613.4 & 1204

Providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.

Five Year Routine Maintenance - 1st Year

2nd Year

3rd Year

4th Year

5th Year

T06-Bhaksho Ane Nadi Nagra To Baghi (L-9.100 Km.) - Setting out etc all complete job as per specification and direction of E/I

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Scarifying Existing Bituminous surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 m by Mechanical means (3.15)

Excavation for Roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 24.00 per cum, watering, rolling & compaction)

Construction of Sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) (Sor 3.18 (i)) For Sub Grade

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (From Appendix and roadway cutting (50%))

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. (i) Free Lead- 70%

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. (ii) Lead Upto 250 m-15%

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. (iii) Lead Upto 500 m-15%

Construction of Granular sub-base (GSB) by providing course graded (crushed stone aggregate) Material Grading-2 (Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen(Using waste Plastic) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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. 505 complete in all respects.

Semi Dense Bituminous Concrete Grading 2 (Using waste Plastics) 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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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

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. (60% Edge marking)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (i) 5th kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (iii) Hectometre stone (precast)

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (@200/M/Per No)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and erecting MAINTENANCE BOARD retro-reflectorised sign as per IRC:67 made of high intensity grade 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

Providing and fixing of typical PMGSY LOGO Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum 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

DRAIN Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)

Providing clean coarse Sand behind in foundation of structure all complete as per specification …do-do…

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar

Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Furnishing and Placing Reinforced/ Prestressed cement concrete in s/s as per drawing and Technical Specification (P.C.C. Grade M-20 in Cover Slab)

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

GUARDWALL Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.

Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Hume Pipe Culvert (1m dia) Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.

Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Providing rough dreses coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.

Plastering with cement mortar (1:4),15 mm thick on stonework in substructure as per technical specification Clauses 613.4 & 1204

Providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.

RCC 1NX1MX1M Earthwork in excavation in foundation trenches -do- -do- all complete job as per specification and direction of E/I. (A) For Hard Soil

Earthwork in excavation in foundation trenches -do- -do- all complete job as per specification and direction of E/I. (B) For Soft Rock

Providing PCC M-100 with nominal mix of (1:3:6) etc as per specification -do- -do- all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:3) in foundation and plinth -do- -do- etc all complete job as per specification and direction of E/I.

Providing rough dressed stone masonary in CM (1:3) in Super structure -do- -do- etc all complete job as per specification and direction of E/I.

Providing Weep holes -do- -do- all; complete job as per specification and direction of E/I.

Providing PCC (1:2:4) in various components of barriage super structure etc -do- -do- all job complete as per specificationa nd direction of E/I. Top of returns

Providing and fixing in position 25mm thick bituminous board in expansion joint etc -do -do- all complete job as per specification and direction of E/I

Providng and laying RCC M300 with nominal mix of in BASe place of deck slab etc. etc -do -do- all complete job as per specification and direction of E/I Deck Slab

Providng and laying RCC M300 with nominal mix of in BASe place of deck slab etc. etc -do -do- all complete job as per specification and direction of E/I Abutment Cap

Providing MS Tor steel reinforcement (10-12 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.

Providing 15mm thick cement plaster in CM (1:4) -do- -do- all complete job as per specification and direction of E/I.

Providing 1.5 mm punning etc -do- -do- as per specification and direction of E/I

Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.

Providing PCC M-300 with nominal mix in Wearing coat -do- -do- all complete job as per specification and direction of E/I.

Earthwork in back filling in foundation and plinth etc -do- -do- all complete job as per specification and direction of E/I.

Providing and fixing at site precast 20mm dia and 75 cm long RCC (1:2:4) with nominal reinforcement F.I. post including cost of earth cutting -do -do- all complete job.

RCC 1NX3.0MX2.0M E/W in excavation of foundation trenches in hard soil -do-do-all complete job. For Hard Soil

Providing P.C.C. M15 with nominal mix(1:2:4)in foundation -do-do-all complete.

Providing R.D.R.R. stone masonary with c.m.(1:3) in foundation and plinth -do-do-all complete.

Providing R.D.R.R.Stone masonary with c.m.(1:3) in superstructure -do-do- all complete as per spn. And direction of E/I.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Providing R.C.C. M25 in deck slab -do-do-all complete job.

Providing R.C.C. M30 in wearing coat -do-do-all complete job.

Providing P.C.C. M20 in various parts of the structure -do-do-all comp.

Providing HYSD bars for R.C.C.

Providing Designation 75A B/W in c.m.(1:3) in foundation and plinth -do-do- all comp.

Providing 75x75mm weep holes @1000mm C/C both horizontally and vertically -do-do-all complete job.

Providing 15 mm thick plaster with c.m.(1:3) -do-do- all comp. job.

Providing painting two coats over new plastered surface -do-do- all complete

Providing granular filter media -do-do-all comp.

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification.

Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight.

Numbering and writing the culvert no. etc. -do-do- all complete.

Parapet Repair (R.C.C.) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.

Providing 15mm thick cement plaster in CM (1:4) -do- -do- all complete job as per specification and direction of E/I.

Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.

Parapet Repair (H.P.C.) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing 15mm thick cement plaster in CM (1:4) -do- -do- all complete job as per specification and direction of E/I.

Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.

Five Year Routine Maintenance - 1st Year

2nd Year

3rd Year

4th Year

5th Year

Labour Cess @ 1%

BHARDWAJ TECHNOINFRA PRIVATE LIMITED