JH-P3-22-23-SRK-05

Amount

Details

(i) T02 Samanpur to Pitaki via Tetlo (L-11.200 Km.)

Setting out pillars

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle

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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5

Lead upto 1000M

Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with free lead as per Technical Specification Clause 303.1

Lead upto 1000M

Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount 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

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. LD Slag

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

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502

Providing and laying bituminous macadamUsing Waste Plastic 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.

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

Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501 Each Panel (0.50x0.50) thicknes 100mm

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 Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 5th KM Stone (Precast) -

Ordinary KM Stone (precast) -

200M stone (Precast) -

F.I. Post -

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

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

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i)

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Retaining Wall -

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

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

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

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

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.

Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

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

HP Culvert (1000mm Ø) -

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

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

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

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

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

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

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

Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

RCC Culvert (1 x 1.5m x 1.0m) -

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. S.O.R. Item No. 3.13 I A

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

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

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

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

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

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

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

Bridge/Culvert Repair -

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Five Year Routine Maintenance -

1st Year

2nd Year

3rd Year

4th Year

5th Year

ii)T05-T02 Ketunga to Bangal Border via Bareda (L-9.80 Km.)

Setting out pillars

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle

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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Contruction of embankment with approved material obtained from borrow pit with a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5

Lead upto 1000M

Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with free lead as per Technical Specification Clause 303.1

Lead upto 1000M

Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount 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

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. LD Slag

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

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502

Providing and laying bituminous macadamUsing Waste Plastic 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.

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

Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501 Each Panel (0.50x0.50) thicknes 100mm

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

Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30(Grade) coarse and fine aggregate conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork ( steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, svreed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days using curing compound (where specified) and water finishing to line and grade as per drawing and Technical Specification clause 1501.

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 5th KM Stone (Precast) -

Ordinary KM Stone (precast) -

200M stone (Precast) -

F.I. Post -

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

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

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i)

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Retaining Wall -

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

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

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

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

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.

Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

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

RCC Culvert (1 x 1.5m x 1.0m) -

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. S.O.R. Item No. 3.13 I A

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

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

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

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

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

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

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

Bridge/Culvert Repair -

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

RCC Culvert (1 x 5.0m x 2.0m) -

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. S.O.R. Item No. 3.13 I A

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

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

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

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

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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

Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204

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

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

Five Year Routine Maintenance -

1st Year

2nd Year

3rd Year

4th Year

5th Year

Labour Cess @ 1%

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