MMUPPNA_RIDF_XXX_24_25_93 Widening and Strengthening of Road from NH-15 to Mridongpara Chariali via Kako Borachuk Road Under Mukhya Mantrir Unnoto Pakipath Nirman Aachani (MMUPPNA) under RIDF-XXX of NABARD for the year 2024-25

Amount

Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of 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 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. II) By Manual Means B) In area of non thorny Jungle

Dismantling of cement concrete Pavements by mechinical 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 unserviceale saperately

Dismantling of flexible pavements and disposal of dismantledmaterialsuptoa lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. I) By Manual Means A) Bituminious Courses

Construction of Embankment with approved materials 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 table 300.1 and 300.2 with lead upto 1000 m as per technical spacification Clause 301.5. (i) From Private Land

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (i)From Private Land

Improved Subgrade Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 percent slaked limehavingminimum 70percent of contentsofCaO, grading with motor grader and compacting with the smooth wheel road rollera t OMC to the desired density to forma layer of improved Sub-gradeasperTechnical Specification Cluase 403.

Granular Sub-base with Well graded materials (Table : 400-1) : Construction of Granular Sub-base by providing well Graded Material, spreading in uniform LAYER1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401 II)For Grading II Material

WBM II Providing, Laying, Spreading and compacting graded stone aggregates to wet mix nacadam specification including premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sb-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carrauge upto initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant )

WBM III Providing, Laying, Spreading and compacting graded stone aggregates to wet mix nacadam specification including premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sb-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carrauge upto initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant )

Providing and Laying of Interlocking Concrete Block Pavements (M40) having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Prime Coat 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 0.90-1.2 kg/sqm using mechanical means as per technical specification Clause 502

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion (RS-1) using presure distributor at the rate 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per technical specification Clause 503

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion (RS-1) using presure distributor at the rate 0.25 to 0.30 kg per sqm on the prepared granular surface with primer and cleaned with mechanical broom as per technical specification Clause 503

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. 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 laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for Grading I ( 19 mm nominal size )

Bituminous Concrete : Providing laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 % by weight of total 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 MoSRT&H cl. no. 409, complete in all respects (Including carriage up to initial lead of 5.0km from quarry and carriage of mixed materials up to 10.0km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) a) With 60/70 or VG Grade paved Bitumen II) For Grading II (13 mm nominal size)

Turfing with Sods( Furnising and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 confirming to the MoRt&H specifications.)

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.

Retro reflectorised Traffic Sign : 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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 450mmX450mmX600mm, 600 mm below ground level as per drawing and Technical Specification 600mm equilateral triangle

Retro reflectorised Traffic Sign : 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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 450mmX450mmX600mm, 600 mm below ground level as per drawing and Technical Specification 600mm circular

Retro reflectorised Traffic Sign : 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 aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 450mmX450mmX600mm, 600 mm below ground level as per drawing and Technical Specification 800mm x 600 rectangular

Direction and place identification sign upto 0.9 sqm size board: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheetingvide clause801.3 fixedover aluminium sheeting, 2mm 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 design foundation with M-15 grade Cement concrete 450 x450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 1701.

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone /local of standard design as per IRC-8 fixing in position including painting etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone

Planting of Trees by the road side(Avenue trees) in 0.60m dia holes,1m deep dug in the ground,mixing the soil with decayed farm yard/sludge mannure,planting the saplings,backfilling the renches,watering,fixing the tree guard and maintaining the plants for three year.

RCC guard post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in positio with annealed black wire including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos reflective band of desired shade etc. as per design and directed (b) 15 cm dia RCC guard post with reinfrcement of 4 nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15 cm c/c.

Replacement of 1.80 m Return wall Dismantling of Structures (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 metres as per technical specification clause 202 (C) Reinforced Cement Concrete

Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, 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. Ordinary rock (not requiring blasting) Upto 3m depth

Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15

Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 PCC Grade M20

Bridge Protection work with retaining wall and other works Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, 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. Ordinary rock (not requiring blasting) Upto 3 m depth

Plain/Reinforcedcement concrete (M-25) in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 & 1203

Plain/Reinforced cement concrete (M-15) in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 & 1203

Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (i) TMT corrosion Resistant Steel (CRS) reinforcement bar FE-500 N/mm2

Plain/Reinforced cement concrete (M-25), in substructure complete as per drawing and technical specification including steel shuttering formwork

Supplying, fitting and placing TMT bar reinforcement in Sub-structure complete as per drawing and technical specifications (i) TMT CRS (Fe-500) reinforcement bar

Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, Wing wall with 100mm 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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular Material

Miscellaneous Dismantling of Structures (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 metres as per technical specification clause 202 (C) Reinforced Cement Concrete

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

PCC M15 Grade Leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification (a) TMT-IS 1786 (Fe-500 D) Primary Producer (Tata/SAIL/Essar Steel/Jindal panther steel/ Shyam Steel or equivalent)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (i) M-20 Grade Concrete

Sanjay Kumar Singh (BID ID -240111)