MMNPPNA_23_24_40 (i) Improvement of Fakiragram Serfanguri Road (From Ch. 1064.00m to 1264.00m N Ch.1379.00m to 1579.00m) as Gaurab Path, (ii) Construction of ICBP road from F.S Road to New Kodaldhowa at Fakiragram Ward No.2, (iii) Construction of

Amount

1.Improvement of Fakiragram Serfanguri Road (from Ch. 1064.00m to 1264.00m & Ch.1379.00m to 1579.00m ) A) By Mix in Place Method. 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. (A) By Mix in Place Method ii) For Grading II Material G.S.B. Gr-II (150 mm)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-A 13.2mm for Gr 3. (Area as per Statement-I)

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 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 dry and hungry bituuminous surface cleaned with hydarulic broom as per technical specification Cl 503

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 of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) I) With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A) With 60/70 or VG-30 grade bitumen . (Area as per Statement-I)

Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)

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 and conforming to the MoSrt&H specifications . (Length as per Statement-I)

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. (Length as per Statement-I)

Traffic Signs A) Retro-reflectorised Traffic Signs 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 I)900mm equilateral triangle

Providing fitting nand fixing in possition of Ornamental Grill for Foothpath as directed by the Engineer in Charge

Supplying & installation of antique design Street Light for Gaurab Path through both sides of the road with underground cabling (Rate Inclusive of 12% GST and 1% LW Cess)

Chequred precast cement concrete tiles 22mm thickin footpath & countyard, joined with neat cment slurry mixed with pigment to match the shade of tiles, inlcuding rubbing and cleaning, etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand):::: 11.20 light shade pigment using white cement (Rate Inclusive of 12% GST and 1% LW Cess)

2.Construction of ICBP road from F.S. Road to New Kodaldhowa at Fakiragram Ward No.2 Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Earthen shoulder with approved materials 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 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.

A) By Mix in Place Method. 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. (A) By Mix in Place Method ii) For Grading II Material G.S.B. Gr-II (150 mm)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Mannual Means II) Grading III b) Using Screening Type-A (13.2mm Agg.) W.B.M - III (75 mm)

Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)

Construction of RCC Drain with Slab Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material

Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 I Sand filling

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head wall as per drawing and Technical; Specification Clause 1109

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.

Supplying, fitting and placing TMT(Fe 500 D) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/Jindal/Shyam Steel/RINL) in substructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202.

Provididng weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V:20(H) towards face complete as per drawing and technical specification clause 614,709,12043..7

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification cluse 1204.3.8 (ii) Sandy materials

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench

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 posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (iv) 800mm x 600 mm rectangular

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 posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle

Providing and erecting direction and place identification retro-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 iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground

3.Construction of ICBP road from F.S.Road to Sutradharpara Road at Fakiragram Ward No.3 Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Earthen shoulder with approved materials 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 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.

A) By Mix in Place Method. 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. (A) By Mix in Place Method ii) For Grading II Material G.S.B. Gr-II (150 mm)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Mannual Means II) Grading III b) Using Screening Type-A (13.2mm Agg.) W.B.M - III (75 mm)

Providing and laying interlocking concrete Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete (inclusive Edge restrains and carriage)

Construction of RCC Drain with Slab Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material

Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 I Sand filling

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head wall as per drawing and Technical; Specification Clause 1109

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.

Supplying, fitting and placing TMT(Fe 500 D) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/Jindal/Shyam Steel/RINL) in substructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202.

Provididng weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V:20(H) towards face complete as per drawing and technical specification clause 614,709,12043..7

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe

Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification cluse 1204.3.8 (ii) Sandy materials

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. I. Ordinary soil

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.50m, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5 (I) Private land..

Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:4826 in 100mm x 100mm mesh (woven diagenally) including 10 per cent extra for laps and joints laid with stone bouldrs weighing not less than 25 kg each as per drawing and Technical specification Clause 1301.

Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Clause 1302.

Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and Technical Specification Clause 1302 I. Stone/ Boulder

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench

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 posts 75mm x 75mm x 6mm firmly fixd to the ground by means if properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground levels as per drawings and Technical Specification Clause 801 (iv) 800mm x 600 mm rectangular

Providing and erecting direction and place identification retro-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 iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground

Construction of RCC Drain at F.S. road at Fakiragram Ward No.3 Construction of RCC Drain with Slab Item-1/11.1 :- Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material

Item - 2/11.2 : - Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 I Sand filling

Item-3/9.7:- Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head wall as per drawing and Technical; Specification Clause 1109

Item-4/11.4 :- Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.

Item-5/12.6: - Supplying, fitting and placing TMT(Fe 500 D) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/Jindal/Shyam Steel/RINL) in substructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202.

Item-6/12.9:- Provididng weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V:20(H) towards face complete as per drawing and technical specification clause 614,709,12043..7

Item-7/12.10:- Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification cluse 1204.3.8 (ii) Sandy materials

Md Nabirul Islam

TAMESWAR BASUMATARY