JH-P3-22-23-CHA-03

Amount

Details

Road-1 Tutilawa to Dhangadda via Amgawan,Hesatu,Daridag (T05), Block-Simariya, Dist-Chatra Length- 8.05 Km, Package no- JH/02AKS/014 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. Clause 201

Scarifying existing bituminous surface to a depth of 20mm 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))

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. (Free Lead)

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. (Lead Upto 250m)

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. (Lead Upto 500m)

Stabilized Sub base / Base: WITH NANOTECHNOLOGY Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% GSB Grade-II as per mix design. Application: 1- Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 300 mm. Mix aggregates as per mix design with rotavator. 2- Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. 3- Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. 4- Compact partially the sur7-face with vibratory roller. 5- Spread 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. 6-Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. 7- Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.). Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)

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 (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification SOR NO. 5.1

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. SOR NO. 5.2

Providing and laying Bituminous Macadam (BM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Semi-Dense Bituminous Concrete Using Waste Plastic (5.7 of RCD) Providing and laying semi dense bituminous concrete using waste plastic 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.

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 SOR NO. 10.3

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.

Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO 10.10

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post) SOR NO. 10.10

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

No of curves (Left - 22 & Right 26) Vide Annexure

Object marker in front of structure such as Culverts, bridges etc all complete job as per specification. (Vide annexure)

Painting of hazardous objects like electric pole etc all complete job as per specification.

Painting of hazardous objects trees etc all complete job as per specification.

Left Turn curve (90 cm equilateral triangle)

Right Turn curve (90 cm equilateral triangle)

Stop Board (60 cm circular)

Speed limit Board (Annexure attached)

Temple/Mosqe and other religious place

School

Speed Breaker

Village Board

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. (11.1)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR 14.5)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)

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

Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)

Protection Work (1.50 m ht.) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material. SOR NO, 11.1

Providing P.C.C. M-15 with nominal mix in levelling coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203

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

Providing P.C.C. M-20 with nominal mix in sub-structure coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brick or stone masonary work in substructure as per drawing and technical specification Clauses 613.3 and 1204

Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

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

HUME PIPE CULVERT 1m 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.

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 dresses coarse stone masonry 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, three 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 scaffolding, washing of floors and taxes all complete as per specification.

RCC Culvert 1mx1m 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.

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 PCC M-10 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.

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

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

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. Abutment, Return Wall, R-wall, Parapet, Side of Deckslab

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 Culvert 2mx1.4m 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.

(b) 40% qty for Soft rock (B)

Providing coarse clean local sand in filling in foundation and plinth -do- do- all complete job as per specification and direction of E/I

Supplying and layhing stone boulder soling etc -do -do- etc all complete job as per specification and direction of E/I.

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 (1:4) 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 (1:4) 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.

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

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

Providing (1:4) in ceiling etc 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. 15

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

Providing PCC M-300 with nominal mix in Wearing coat -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.

Parapet Repair HP 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.

Maintenance For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Road-2 Sisai to honhi (MRL04) Block-Tandwa, Dist-Chatra, Length-7.15 Package no- JH/02AKS/018 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. Clause 201

Scarifying existing bituminous surface to a depth of 20mm 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))

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. (Free Lead)

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. (Lead Upto 250m)

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. (Lead Upto 500m)

Stabilized Sub base / Base: WITH NANOTECHNOLOGY Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% GSB Grade-II as per mix design. Application: 1- Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 300 mm. Mix aggregates as per mix design with rotavator. 2- Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. 3- Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. 4- Compact partially the sur7-face with vibratory roller. 5- Spread 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. 6-Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. 7- Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.). Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)

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 (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification SOR NO. 5.1

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. SOR NO. 5.2

Providing and laying Bituminous Macadam (BM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Semi-Dense Bituminous Concrete Using Waste Plastic (5.7 of RCD) Providing and laying semi dense bituminous concrete using waste plastic 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.

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 SOR NO. 10.3

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.

Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO 10.10

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post) SOR NO. 10.10

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

No of curves (Left - 22 & Right 26) Vide Annexure

Object marker in front of structure such as Culverts, bridges etc all complete job as per specification. (Vide annexure)

Painting of hazardous objects like electric pole etc all complete job as per specification.

Painting of hazardous objects trees etc all complete job as per specification.

Left Turn curve (90 cm equilateral triangle)

Right Turn curve (90 cm equilateral triangle)

Zebra Crossing

Stop Board (60 cm circular)

Speed limit Board (Annexure attached)

Temple/Mosqe and other religious place

School

Speed Breaker

Village Board

Protection Work (1.50 m ht.) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material. SOR NO, 11.1

Providing P.C.C. M-15 with nominal mix in levelling coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203

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

Providing P.C.C. M-20 with nominal mix in sub-structure coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brick or stone masonary work in substructure as per drawing and technical specification Clauses 613.3 and 1204

Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

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

HUME PIPE CULVERT 1m dia 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.

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 dresses coarse stone masonry 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, three 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 scaffolding, washing of floors and taxes all complete as per specification.

R C C Culvert 1mx1m 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.

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 PCC M-10 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.

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

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

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. Abutment, Return Wall, R-wall, Parapet, Side of Deckslab

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 Culvert 3mx2m 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 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 For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Road-3 Bahera to dahu (T06) Block-Tandwa, Dist-Chatra Length-19.200Km Package no- JH/02AKS/011 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. Clause 201

Scarifying existing bituminous surface to a depth of 20mm 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))

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. (Free Lead)

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. (Lead Upto 250m)

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. (Lead Upto 500m)

Stabilized Sub base / Base: WITH NANOTECHNOLOGY Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% GSB Grade-II as per mix design. Application: 1- Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 300 mm. Mix aggregates as per mix design with rotavator. 2- Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. 3- Prepare and apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator. 4- Compact partially the sur7-face with vibratory roller. 5- Spread 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. 6-Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. 7- Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.). Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)

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 (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification SOR NO. 5.1

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. SOR NO. 5.2

Providing and laying Bituminous Macadam (BM) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Semi-Dense Bituminous Concrete Using Waste Plastic (5.7 of RCD) Providing and laying semi dense bituminous concrete using waste plastic 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.

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 SOR NO. 10.3

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.

Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO 10.10

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10

Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post) SOR NO. 10.10

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

No of curves (Left - 22 & Right 18) Vide Annexure

Object marker in front of structure such as Culverts, bridges etc all complete job as per specification. (Vide annexure)

Painting of hazardous objects like electric pole etc all complete job as per specification.

Painting of hazardous objects trees etc all complete job as per specification.

Left Turn curve (90 cm equilateral triangle)

Right Turn curve (90 cm equilateral triangle)

Zebra Crossing

Stop Board (60 cm circular)

Speed limit Board (Annexure attached)

Temple/Mosqe and other religious place

School

Speed Breaker

Village Board

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. (11.1)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR 14.5)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)

Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (SOR 11.6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (SOR 12.5) PCC 15 (1:2:4)

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

Providing and laying reinforced cement concrete in superstructure as per drawing Deck Slab (M25) (50% of Drain covered by Slab).

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR 13.3) (50% of drain covered by Slab)

Protection Work (1.50 m ht.) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material. SOR NO, 11.1

Providing P.C.C. M-15 with nominal mix in levelling coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203

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

Providing P.C.C. M-20 with nominal mix in sub-structure coarse complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Plastering with cement mortar (1:4), 15 mm thick on brick or stone masonary work in substructure as per drawing and technical specification Clauses 613.3 and 1204

Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.

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

HUME PIPE CULVERT 1m 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.

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 dresses coarse stone masonry 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, three 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 scaffolding, washing of floors and taxes all complete as per specification.

RCC Culvert 1mx1m 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.

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 PCC M-10 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.

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

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

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. Abutment, Return Wall, R-wall, Parapet, Side of Deckslab

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 Culvert 2mx1.4m 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.

(b) 40% qty for Soft rock (B)

Providing coarse clean local sand in filling in foundation and plinth -do- do- all complete job as per specification and direction of E/I

Supplying and layhing stone boulder soling etc -do -do- etc all complete job as per specification and direction of E/I.

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 (1:4) 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 (1:4) 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.

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

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

Providing (1:4) in ceiling etc 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. 15

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

Providing PCC M-300 with nominal mix in Wearing coat -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 Culvert 3mx2m 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 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 6mx3m 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 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 For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Bridge-1 Bridge across Satbahini Nala at Ch.-12+000 Km on Tutilawa to Dhangadda via Amgawan, Hesatu,Daridag (T05) Bridge Length - 25.4m 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. (Ordinary soil) (Manual Means) (Depth upto 3m) [SOR 11.1 (I) A (i)]

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. (Ordinary soil) (Manual Means) (3 m to 6 m depth) [SOR 11.1 (I) A (ii)]

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. Ordinary rock (not requiring blasting) (upto 3m depth) [SOR 11.1 (II)]

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M15) Nominal mix 1:2.5:5 [SOR 11.4 II (i)]

Plain/Reinforced cement concrete (RCC Grade M30) in open foundation complete as per drawing and technical specifications RCC grade M30 (Using Concrete Mixer) [SOR 12.8 G (I)]

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 [SOR 11.8]

Filling Annular space Around Footing in Rock (PCC Grade M15) [SOR 11.4 II (i)]

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 (Height upto 5m) (Case I) [SOR 13.5 G (p) (I)]

RCC Grade M30 (Height 5m to 10m) (Case I) [SOR 13.5 G (q) (I)]

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 12.7]

Providing weepholes 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 [SOR 12.9]

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material [SOR 12.10 (I)]

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 [SOR 12.11]

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. [SOR 12.12]

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height 5m to 10m [SOR 13.1 (q)]

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 [SOR 13.3]

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 [SOR 13.5]

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 [SOR 13.6]

Drainage Spouts complete as per drawing and Technical specification Clause 1209 [SOR 13.10]

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 [SOR 13.11 (i)]

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 [SOR 13.12]

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) [SOR 14.22]

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) [SOR 14.16]

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 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means (In area of non-thorny jungle) [SOR 2.2 (I)A]

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 [SOR 3.4]

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 [SOR 3.5 (i)]

Construction of Subgrade and Earthen Shoulders (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.) [SOR 3.14]

Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For grading- II Material [SOR 4.1 A(ii)]

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. [SOR 4.9]

Semi Dense Bituminous Concrete 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.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. [SOR 5.1 (i)]

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. [SOR 5.2 (ii)]

Bituminous Macadam 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. [SOR 5.3]

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. [SOR B.9]

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Laying Reinforced cement concrdet pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including dixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets all complete job as per Drawing & Technical MORT&H Specification and direction of E/I

Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST Specification. Non schedule

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove 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 paint as per drawing Clause 1701 and Annexure 1700.1. [SOR 10.16]

Maintenance For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Bridge-2 Bridge across Lillajan River at Ch.-6+350 Km on Tungun More to T01(Chatra Simana) (T07) Bridge Length - 76.12m Excavation for Structures 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. (Ordinary soil) (Depth upto 3m) [SOR 11.1 (I) A (i)]

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. (Ordinary soil) (3 m to 6 m depth) [SOR 11.1 (I) A (ii)]

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. Ordinary rock (not requiring blasting) (upto 3m depth) [SOR 11.1 (II)]

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M15) Nominal mix 1:2.5:5 [SOR 11.4 II (i)]

Plain/Reinforced cement concrete (RCC Grade M30) in open foundation complete as per drawing and technical specifications RCC grade M30 (Using Concrete Mixer) [SOR 12.8 G (I)]

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 [SOR 11.8]

Filling Annular space Around Footing in Rock (PCC Grade M15) [SOR 11.4 II (i)]

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 (Height upto 5m) (Case I) [SOR 13.5 G (p) (I)]

RCC Grade M30 (Height 5m to 10m) (Case I) [SOR 13.5 G (q) (I)]

Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 12.7]

Providing weepholes 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 [SOR 12.9]

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material [SOR 12.10 (I)]

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 [SOR 12.11]

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. [SOR 12.12]

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height 5m to 10m [SOR 13.1 (q)]

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 [SOR 13.3]

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 [SOR 13.5]

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 [SOR 13.6]

Drainage Spouts complete as per drawing and Technical specification Clause 1209 [SOR 13.10]

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 [SOR 13.11 (i)]

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 [SOR 13.12]

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) [SOR 14.22]

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) [SOR 14.16]

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder [SOR 14.5 (I)]

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 [SOR 14.6]

Eartwork in excavation for structure as per drawing and technical specifications Clauses 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. (Ordinary Soil) Manual Means . Upto 3 depth [SOR 11.1 (I)]

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. [SOR 11.4 II (i)]

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 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means (In area of non-thorny jungle) [SOR 2.2 (I)A]

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 [SOR 3.4]

Construction of Subgrade and Earthen Shoulders (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.) [SOR 3.14]

Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For grading- II Material [SOR 4.1 A(ii)]

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. [SOR 4.9]

Semi Dense Bituminous Concrete 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.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. [SOR 5.1 (i)]

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. [SOR 5.2 (ii)]

Bituminous Macadam 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. [SOR 5.3]

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. [SOR B.9]

Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST Specification. Non schedule

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove 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 paint as per drawing Clause 1701 and Annexure 1700.1. [SOR 10.16]

Maintenance For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%

M/s Puja Enterprises