MMPPNA_23_24_85 1. Construction of Amguri Bam Ali (Ch. 0.00m to Ch. 1000.00m),Total Length 1.00Km, 2.Construction of Sepon Brishnu Mandir Path (Ch. 600.00m to Ch. 930.00m) Total Length 0.330 km, 3.Construction of Jungle Block Ambadhara Road

Amount

(i) Construction of Amguri Bam Ali (Ch.0.00m to Ch.1000.00m ) 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 (a) In area of non-thorny jungle

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. ( i ) Private Land

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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .( i ) Private Land

Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408.(b) Gr. II Materials

Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. II.

Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III

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 0.70-1.0kg/sqm using mechanical means as per Tech. Spec. Cl. 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Tech.l Spec. Cl. 502

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% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.) (C) (a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix 5 of MoSRT&H specification) I)'with 60/70 or VG-30 grade bitumen (ii) for Grading-II (13 mm nominal size)

Providing & erecting direction and place identification recto-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and tech. Specification Clause 1701.

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (ii) 60cm equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iii) 60cm Circular

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iv) 80cm×60cm rectangular

CD Works Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(i) Ordinary Soil

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

Bedding for pipe (ii) Type B 1st class Bedding of granular materials

Providing & laying reinforced cement concrete NP3 pipe 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 (B) 1000 mm dia.

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

(ii) Construction of Sepon Brishnu Mandir Path (Ch.600.00m to Ch. 930.00m ) 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(a) In area of non-thorny jungle.

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. ( i ) Private Land

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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .( i ) Private Land

Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408.(b) Gr. II Materials

Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Providing & erecting direction and place identification recto-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and tech. Specification Clause 1701.

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (ii) 60cm equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iii) 60cm Circular

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iv) 80cm×60cm rectangular

(iii) Construction of Jungle Block Ambadhara Road (Ch.0.00m to Ch. 500.00m ) 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(a) In area of non-thorny jungle

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.( i ) Private Land

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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 . (i) Private Land

Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408.(b) Gr. II materials

Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III materials

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Providing & erecting direction and place identification recto-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle post 75x75x6 mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and tech. Specification Clause 1701.

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (ii) 60cm equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iii) 60cm Circular

Providing and fixing of semi reflective cautionary, mandatory & informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × SWG sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (iv) 80cm×60cm rectangular

CULVERT WORKS Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(i) Ordinary Soil

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

Bedding for pipe (ii) Type B 1st class Bedding of granular materials

Providing & laying reinforced cement concrete NP3 pipe 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 (B) 1000 mm dia

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

M/S Gen X Enterprise