JH-LWE-LAT-09/21-22

Amount

Details

ROAD-1 UMAMAR TO KUMANDHI , BLOCK MANIKA - DIST. LATEHAR LENGTH-4.50 KM SETTING OUT @ 4.50 KM

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. as per Technical Specification Clause 201. (SOR-2.2)

EARTH WORK 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) as per Technical Specification (SOR-3.5-(I))

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))

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.

(i) Free Lead- 70%

(ii) Lead Upto 250 m-15%

(iii) Lead Upto 500 m-15%

SUB BASE Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM

Construction of granular sub-base (GSB) by providing course graded 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

BASE COURSE 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

Providing and laying semi dense bituminous concrete (SDBC) 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.

RIGID PEVEMENT 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

MISCELLANEOUS 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 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 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

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.

(i) 5th kilometre stone (precast)

(ii) Ordinary kilometre stone (precast)

(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

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 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. SOR-11.1-(I)

Sand filling below brick masonry for levelling as per drawing and technical specification

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

Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification.

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

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

H.P Culvert -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.

Maintenance Cost 1st yr

Maintenance Cost 2nd Yr

Maintenance Cost 3rd Yr

Maintenance Cost 4th Yr

Maintenance Cost 5th Yr

ROAD-2 SADAWADIH TO JANHO , BLOCK MANIKA - DIST. LATEHAR LENGTH-5.00 KM SETTING OUT @ 5.00 KM

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. as per Technical Specification Clause 201. (SOR-2.2)

EARTH WORK 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) as per Technical Specification (SOR-3.5-(I))

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))

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.

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%

(ii) Lead Upto 250 m-15%

(iii) Lead Upto 500 m-15%

SUB BASE Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM

Construction of granular sub-base (GSB) by providing course graded 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

BASE COURSE 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

Providing and laying semi dense bituminous concrete (SDBC) 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.

RIGID PEVEMENT 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

MISCELLANEOUS 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 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 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

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.

(i) 5th kilometre stone (precast)

(ii) Ordinary kilometre stone (precast)

(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

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 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. SOR-11.1-(I)

Sand filling below brick masonry for levelling as per drawing and technical specification

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

Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification.

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

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

H.P Culvert -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 Culvert -4.0mx2.5m 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.

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

RCC Culvert -6.0mx3.0m 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.

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

Maintenance Cost 1st yr

Maintenance Cost 2nd Yr

Maintenance Cost 3rd Yr

Maintenance Cost 4th Yr

Maintenance Cost 5th Yr

ROAD-3 MAIN ROAD TO NAMODAG TO CHECHENDHA , BLOCK MANIKA - DIST. LATEHAR LENGTH-9.10 KM SETTING OUT @ 9.10 KM

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. as per Technical Specification Clause 201. (SOR-2.2)

EARTH WORK 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) as per Technical Specification (SOR-3.5-(I))

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))

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.

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%

(ii) Lead Upto 250 m-15%

(iii) Lead Upto 500 m-15%

SUB BASE Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM

Construction of granular sub-base (GSB) by providing course graded 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

BASE COURSE 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

Providing and laying semi dense bituminous concrete (SDBC) 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.

RIGID PEVEMENT 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

MISCELLANEOUS 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 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 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

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.

(ii) Ordinary kilometre stone (precast)

(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

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

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

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

H.P Culvert -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 Culvert -4.0mx2.5m 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.

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 12 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

Maintenance Cost 1st Yr

Maintenance Cost 2nd Yr

Maintenance Cost 3rd Yr

Maintenance Cost 4th Yr

Maintenance Cost 5th Yr

Labour Cess @ 1%

VIJAY KUMAR SAHU INFRASTRUCTURE PVT. LTD.

SARASWATI CONSTRUCTION

M/S MANTASHA CONSTRUCTION

M/s Reasonable Enterprises Pvt Ltd.

M/S PUJA ENTERPRISES

Altima Infrastructure Private Limited